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25A-195 (2) B 2022-0887 70 SHERMAN AVE COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 25A-195-001 CITY OF NORTHAMPTON Permit: New Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2022-0887 PERMISSIONIS HEREBY GRANT TO: Project# NEW 2 FAMILY Contractor: License: Est. Cost: 247000 EQUITY RANGER 109931 Const.Class: Exp.Date:04/10/2024 Use Group: Owner: MATHENA MORRISSEY, Lot Size (sq.ft.) Zoning: Applicant: EQUITY RANGER Applicant Address Phone: Insurance: PO BOX 1021 (413)374-4060 WS514546 AMHERST,MA 01002 ISSUED ON:07/29/2022 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 2 FAMILY HOME SLAB ON GRADE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOL TION OF ANY OF ITS RULES AND REGULATIONS. Signature: >2 Fees Paid: $967.00 212Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner The Commonwealth of Massach setts W Board of Building Regulations and ands ds F a R 17: IC PALI Y Massachusetts State Building Code, 80 C RJUI 2 6 2022 •E Building Permit Application To Construct,Repair, eno ate Or Demolish a R ised ar 2 it 11 One-or Two-Family Dwelli g nEpT QF t l tttp�NC INSPE oNa This Section For Official N9.jH4 "PT_oN�aA 01060 BuildingPermit Number: L P-4. , Date Applied: Building Official(Print Name) Signature Da SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 70 5�We/0K / AW 2S.AParcel - 1.1a Is this an accepted street?yes/ no Map Number Parcel Number 1.3 Zoning Information: / 1.4 Property Dimensions: !/ �e5ia(ovtdiet I 3// SS=Z2ti Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided /d' /o ' d' /S-' s,'/5' Zo' 2.01 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private❑ Zone: _ Outside Flood Zone? Municipal 12/On site disposal system ■ Check if yesEr SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: MAT14 t AIA -i55r y /Qwtmo i /OA so,c ?- Name(Print) City,State,ZIP �3 &GA CA-86-, r W ',3-299 -Sag n,•/4"4-7 e cabscAry.n• ,_ No.and Street Telephone Email Address SECT ON 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction B' Existing Building 0 1 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 1 Number of Units Other 0 Specify: Brief Description of Proposed Work2: Can 31,eve.,Y e•-t ay A. 2-poimi7 `tone,, 6.Amwt ,ervi 5%e Z ®n lrA,4 0/4//04..,r, Z-4.tb€, Z - 6ti/ l/n,Y.s. . SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ /9y 5dd 1. Building Permit Fee: $ Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ /s , ,O 0 0 Total Project Costa(Item 6)x multiplier x 3.Plumbing $ /s- o a O 2. Other Fees: $ 4. Mechanical (IIVAC) $ 22,S-eg p List: 5. Mechanical (Fire $ Suppression) Total All Feet, r, Check Nca► g Check Amours : 1�1 Cash Amount: 6.Total Project Cost: $ Qt7O 0 Paid in Full ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) C5-/00'3/ 4/-/0-2oe/ /QOR-/,.91(/ 1C-A60 S License Number Expiration Date Name of CSL Holder '/ /�U . /S O /0 2 / List CSL Type(see below) (/ No.and Street Type Description 4/4 U ' Unrestricted(Buildings up to 35,000 cu.ft)___ - -- � �/ d 2- R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding , �/,,y� SF Solid Fuel Burning Appliances t 7/3-3 yy cede 446�&cor+tCat$/./t!{ I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date H1C Company Name or HIC Registrant Name No.and Street Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes li'1 No ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize SJ/4 M ES Iti to we.,gsEy / 4b/'�,4 tJ fA,ws to act on my behalf,in all matters relative to work authorized by this building permit application. q--I 7-26- '2'Z Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information couta. k• is application is true and accurate to the best of my knowledge and understanding Print ellqaor Authorized A_- s.'ame(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor i (not i,..b:'tered in the Home Improvement Contractor(HIC)Program),will not have access to t.',n arbitration program or guiranty fund under M.u.T..c. I42A.Other nonant information.on the WC Program can be found at www.mass.gov/oca Ink. ration on the 'onstruction Supervisor Licei. can be fo, 'at www.mass.gov/tips 2. When substantial worn is planed,provide the infi,.r':'tion below. Total floor area(sq.ft.) (including garage,finished basement/antes,deck-or porch) Gross living area(s!. ft.) Habitable room count Number of fireplaces__. Number of bedrooms Number of bathrooms Number of half/bath.. Type of i,cating system Number of decks/porches Type of cooling system _ Enclosed — ()pen 3. "Total Project Square Footage"m..,be substituted for"Total Project Cost" 1 City of Northampton Massachusetts .<< 1 �4 • !I ( a t'' DEPARTMENT OF BUILDING INSPECTIONS yJ WIA 212 Main Street • Municipal Building Northampton, MA 01060frWi�o CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: The debris will be transported by: Name of Hauler: a-[`t- /,c4 ''&S Signature of App.•rant: Date: _. ,FA �Z� The Commonwealth of.tlussoehusetts s Department of Industrial Accidents krse :'e/1= b I Congress Street Suite 100 .1i i` Boston,MA 02114-2017 rrrn:ru:ttuts'5.go v/din NI orkers'('omprosatiun Insurance.tHiidaI.it:Builderfocstill'•Yetors Electritinn!wPlumloers_ 14)BE.i BLED W ii ii 1.11k.1"ERMfl'iIN(;.0 1 10R I i PWitant lnfurnutticra Please Print L 6dblio N ante YHu,,.rut,.+thri.tl111,AitiollInch%edi LI,: G -1'iT1! / ✓Ja.4-/ ' L.L.0 Address: 7 6• AS 01k. �O 2/ O City/State Zip:AA•,N6# T "IA 0/00,2 Pbuni : //3= 3 7 /— V 04 0 ...>w employee(leek It apipr.tarioar h.ut: Tr pr of project Rrequired a' II.❑I ale.a ctilplutl T v41.16 T.1111 rlba'auY-.I la;read oa pact-tuarI.• 7. 2 !�MC•Y.v. 4:ortstl:v&tkial .. aaut:t yolk ticlrprlkL'ia war pliliraCmslhup JIMJ&lua. iu,agipiAlekcx3.wvuhlmu Ik.i uiw uru $. 0 Reenod e tong :urlr c:alaacnty. 1,' u'al.,rkem,'brut p. ,.,..!wain. 12ulmml.d.0 �� -� �.I 9. ElDl..- .Nltt.ul,tni fG I Jul.1 hLEDconkinl.r dllnurr aft wort►aieudl.jj,Oi 1actilLaA i Imp.mr turani.ti r1.1;Imun d.II 10 a Bo.aldtrurt zettlutu un 1.171 I min it Iututam aufl.r:read w439 t.L'IhIaII14G Iili'rinr:alltl,In,tt1Y c'Iil.dlaLt u1iI.Vatllrti.aril rack Irultn.nty. I vadil cniullti Ilan All Lt alntu.turl.carturr tlai.c-uAulal.v'r+. cuualpn.alyaflm'm.Imsutainu:u'u:itr NA, 11..''J I_lev=tn7K:rt IN.:pan'or additions s p'n'Paurtots.w itlu rim irapll,4V:l 12.J Pluttrhnnp,.cunt,.,.UM'adifitions '"{0 i Lan a mammal coatna.uuuq and t lur'.,:lamed tthk,ull.-:lmltaa diriri(,.Acton um thu:afita.Ihcul,ttii t.. Them:wrh-Llmliract»r%IImiI lrlJpluktit.Y•mall law.wcxll....m. alutrp, IMMU:113a:L I3.❑Rout rgpi arts 14.QOOielr 6.�We art a c.rparaavu ankh nth.+rl(Glum%Ulaw c'L%rcruslal theta rind*Art i t'u•>agpalalal parr 14K IIl.. I32_§I(4).aryl Vie:Iaavlr mop aneluglW.•t@Mul wl1Ntitr.'tannin.ilOAllaalrtir ocyallaavl.l ':11,111'.iipplal:.aal ILm JuuL hs hium .211 mut,u al:At tilt lruit Tilt.,Incriulrt ham..ltNRwin,r ducat w urtl.1n1 c.vmaregmalliaa putiu.'a i tkunta irimuL. -� 4�� ' t lualitivdva rurr%wllEJ Winn&Hain a.ltiulauwut Irlditc:lnune ruux 11rry art:du'u all.vvtlark grad dual'IuumY.mwltimk o wttttralttnin tow(romlhmtut a.ruc .tlftu va;rlarvilt adici�lrt mono. 4.uIJIaa albs(,that{.id.Tlhal.'u44 uIJIL>D:Iiui IUD)t am alLIuiuiiiaat.im.Yt+IW.aaolml!dui 17:1rn:K.,It ttl1:-ally-i:!'9Inra.'rlu,,:.i,wl,I ik i ietilialr:MHI IOuld Iht'Iw VBIBaiiint,t a u. cutxpI m.u':.. LI nlrc xain-,:lrrll:aicU I+Ian,:cal:gnlwep,xm.Ilex a ali pilnk idc•atttnt Yt.r'rkir:A I taap.flu.ltlli:'h frl..l cr. I ar a as ernpl of er that is prorating waders,"crawrltaensation insurance for ear earplapres. Below is the p.tity and jolt site information. Insurance Company Name. A/di'll /&> Lritis v/L,ftir..+ Ga/'�PAA'Y Policy gOr'w:lt- s. Luv. :.:. Ws 57y5--4,/ti7 Expiration Date: 7-8' 2oZ3 Job site Addles,: 70 $ /l Pv/ait) Jrl/C tit,. suite /j n oetTN O/0.46 .Attach a cups of the workers"t ruprnxatiun pair,. declaration ptt r(showing.the polio. nainhcr and expiration dattri. Failure to secure cower u.t as regional under MGL c- 152.y.-2`_ is a u.rniu,al '.tufation punishable Ihl,, :t.ti.Cuc up to:$L 5I:$:1 EMIT and.or one-year imprisonment.as ti Cll ells.¢nwd penalties on the form.of a STOP WORK ORDER and a fine...If up ter$?51.0.t()a u1ar. against Ore violator..A copy of this statement ttuiur. lie 6.1.mai-ded to the Oftrtx of Ian 6:sin:atr.tns of it,: Du'l for!insurance l ON.Cr'a"C w ertficalnon. I do hereby certify under the pains and aides a per l/4,1r that flit'i►Ijrarnratina provided whore is true and correct Sigiattlte: G -l--D Date: -/`zC/� — Phone#: 1 5 s- Z✓ 7 (0.6 U Official use only: Do not write in this area.to he comtpleted to,city or tors official ('it} or Tow a: PerulitiLicetlse Ib Issuing ♦uthoritw Itircic tone►: I. Board of health 2.Ruildini. Department 3.('it:k rti t+n('Ierk 4.Electrical Iasple[tsr S.rllll■li g or 6.Other ( ontact Person: Phone#: r Commonwealth of Massachusetts foll Division of Occupational P Licensure Board of Building Re ulations and Stand ards COflSt(tition rvisor 44... • ,r, CS - 109931 spires : 04/ 10/2024 AD IIAI S P.O. BOX102%1 lib AMHERSA010 �► . ,_ .,.. ,,,, ,_,..4 4c,.. em40,. „is - N . A ••# , - 4;.. s ` 4ri le . X O .LV :1 . Commissioner di , % colutai 4 J/JJENCAP Confirmation of Coverage Policy Type: Commercial General Liability Policy#: WS514546 • Risk ID#: 0698205A The Insurer(s) bind the kind(s)of coverage stipulated below. This insurance is subject to the terms,conditions and limitations of the poiicy(ies)in current use by the Insurer(s). Unless indicated otherwise,coverages provided by this document may be cancelled by the Insured by surrender of this document or by written notice to the Insurer(s)stating when cancellation will be effective subject to minimum earned ,_ premium rules. This document may be cancelled by the Insurer(s)by notice to the Insured in accordance with the policy conditions. This document is cancelled when replaced by a policy. If this document is not replaced by a policy,the Insurer(s) are entitled to charge a premium for the coverages being provided according to the rules and rates in use by the Insurer(s). NAMED INSURED PRODUCING BROKER Equity Ranger LLC King &Cushman, Inc. 302 Southeast St PO Box 447 Amherst, MA 01002 Northampton, MA 01061 NAME OF INSURER AM BEST RATING Northfield Insurance Company A++ BINDER PERIOD: From 7/8/2022 until 7/8/2023 at 12:01 A.M.Standard Time at mailing address shown above POLICY PERIOD: From 7/8/2022 until 7/8/2023 at 12:01 A.M.Standard Time at mailing address shown above POLICY COST Policy Premium: $2,500.00 Surplus Lines Tax $100.01 Broker Fee- Fully Earned $65.00 Total Cost: $2,665.01 OUTSTANDING SUBJECTIVITIES Coverage ^ been effected subject to receipt of the following information. This information,or failure . arovicle it can cos It it delays in the policy bei iq issued.coverage being cancelled, rescinded or amended. SUBJECT TO: -Currently valued loss runs from the individual's prior policy(2 years) -No more than 15 single family homes in one year or one start(IE development) -No work in state of NY(if there is viork in NY, please advise as quote will need to be revised) -Certificate of insurance from all subcontractors(if any),with like or greater limits, naming our insured as additi nal insured are required. If certificates of insurance are not obtained from subcontractors,then their job costs will b rated as per the applicable classification payroll according to the carrier guidellres oj COVERED LOCATION(S) Location 1 -302 SouthEast St, Amherst, MA 01002 LIMITS $2,000,000General Aggregate $2,000,000Products!Completed Operations Aggregate $1,000,000 Personal &Advertising Injury $1,000,000Each Occurrence $ 100,000 Damage to Premises Rented to You -Any One Premises $ 5,000 Medical Expense-Any One Person DEDUCTIBLE /RETENTION TYPE: Deductible $500 Bodily Injury/Property Damage Combined Each Occurrence COVERAGES/ ENDORSEMENTS/ EXCLUSIONS The title for each endorsement listed is for convenience purposes only and is not mean'.o define the scope of coverage provided. Product: CONTRACTORS-COMMERCIAL GENERAL LIABILITY Policy Form: Occurrence Minimum Earned Premium: 25% -The premium is based on the following Class Code(s)and exposure(s): 91580 Executive Supervisors or Executive Superintendents: $22,000 Owner Min Payroll(based on 1 owner,0 employees) 91583 Contractors -Subcontracted work- in connection with building construction, reconstruction, repair or erection-one or two family dwellings: $80,000 Total Cost - Premium is minimum and deposit - Subject to audit at rates to be indicated on the policy -Additional Insured's can be considered, subject to completed Additional Insured Request Form attached. Additional premium will be charged for each and is fully earned -Certificate of insurance from all subcontractors (if any),with like or greater limits, naming our insured as additional insured are required. If certificates of insurance are not obtained from subcontractors, then their job costs will bed rated as per the applicable classification payroll according to the carrier guidelines SCHEDULE OF FORMS AND ENDORSEMENTS COMMON S1-IL(9/05)Commercial Insurance Policy S1D-IL (9/05)Common Policy Declarations S1D-ILS(9/05)Schedule of Form: and Endorsements N-3384(7/08)In r -,rtant Notice- Produ. ,r Compensation I` 00 17(11/98)Common Policy Conditions IL 00 21 (09/08)Nuclear Energy Liability Exclusion Endorsement N-3732 (5/21)Notice of Chang2 in Policy Terms S1030-IL(7/08)Service of Suit S2612-IL(6/17)Amendment- Non-Renewal IL T4 14 (01/21) Cap on Losses From Certified Acts of Terrorism S2766-IL(1/14)Amendment-Minimum Earneo Premium S2965-IL(3/15)Amendment of Common Policy Conditions Prohibited Coverage- Unlicensed Insurance and Tr e or Economic Sanctions C(J:,"MERCIAL GENERAL LIABILITY • The following forms and endorsements apply to the Commercial General Liability Coverage Part only: 2584D-CG (9/07)Commercial GL Coverage Part Declarations CG 00 01 (12/07)General Liability Coverage Form S21-CG (5/21)Deductible Liability Insurance S42-CG (2/16)Total Pollution Exclusion with Exceptions for Building Heating, Cooling, Dehumidifying and Personal Hot Water Heating Equipment and Hostile Fire S94-CG (11/17) Exclusion - Injury to Employees, Workers Or Contracted Persons S 17-CG (6/14) Exclusion- Explosion Hazard S267-CG (12/21)Combination Endorsement Bodily Injury and PropEay Damage Liability S523-CG (1/16) Exclusion-Subsidence S2114-CG (4/14) Exclusion - Exterior Insulation and Finish Systems 52582-CG (1/13)Exclusion-Aircraft, Auto or Watercraft IL T3 68(01/21) Federal Terrorism Risk Insurance Act Disclosure S2623-CG (8/21)Combination Endorsement Personal and Advertising Injury Liability S2685-CG (2/20)Exclusion-All Hazards in Connection with a Designated Exposure-New York S2869-CG (9/20)Exclusion- Chinese Drywall Products and Operations S2875-CG (6/10)Conditions- Required Certificates of Insurance S2903-CG (12/21) Exclusion-Residential Work On Or For 15 Or More Houses Or Units S2905-CG (2/12)Exclusion- Prior Bodily Injury Or Property Damage S2996-CG (5/16)Exclusion- Cross Liability-Broad Form CG 21 32 (05/09)Communicable Disease Exclusion CG 21 36 (03/05) Exclusion-New Entities CG 21 39 (10/93) Contractual Liability Limitation S43-CG (1/14)Exclusion - Punitive or Exemplary Damages S56-CG (2/20)Amendment- Deposit Premium and Minimum Premium 5311-CG (7/18) Exclusion-Professional Services NOTICE OF EXCESS LINES PLACEMENT This policy is insured by a company which is not admitted to transact insurance in the commonwealth, is not supervised by the commissioner of insurance and, in the event of an insolvency of such company, a loss shall not be paid by the Massachusetts Insurers Insolvency Fund under chapter 175D. AUTHORIZED REPRESENTATIVE Authorized Signature BROKER REPRESENTATIVE Date: July 14, 2022 King & Cushman, !nc. 176 King Street Northampton, MA 01061 (413) 584-5610 Home Energy Rating Certificate Rating Date: 2022-06-27 HIS Projected Report Registry ID: HERS Based on Plans Ekotrope ID: VdG4jbKv - HERS® Index Score: Annual Savings Home: Your home's HERS score is a relative 70 Sherman Ave Unit 1 4 performance score.The lower the number, 2,5 95 Northampton, MA 01035 the more energy efficient the home.ToBuilder: learn more, visit www.hersindex.com *Relative to an average U.S.home Jim Morrissey Your Home's Estimated Energy Use: This home meets or exceeds the Use [MBtu] Annual Cost criteria of the following: Heating 7.6 $496 2018 International Energy Conservation Code Cooling 0.7 $44 Hot Water 1.7 $110 Lights/Appliances 12.4 $810 Service Charges $84 Generation(e.g.Solar) 0.0 $0 Total: 22.3 $1,544 HERS Index Home Feature Summary: Rating Completed by: N''''''''" Home type: Duplex,single unit Model: N/A Energy Rater: Adin Maynard Existing 40 Community: N/A RESNET ID: 9463452 Homes ° Conditioned Floor Area: 939 ft' Rating Company: HIS&HERS Energy Efficiency 10 Number of Bedrooms: 2 57R Adams Rd.Williamsburg,MA 01039 110 Reference Primary Heating System: Air Source Heat Pump•Electric•10 HSPF 4136588784 Home 100 90 Primary Cooling System: Air Source Heat Pump•Electric•19 SEER Rating Provider: Energy Raters of Massachusetts 80 Primary Water Heating: Residential Water Heater•Electric•3.55 UEF 2 Woodlawn Street Amesbury,MA 01913 70 House Tightness: 1.5 ACH50 978-270-3911 •.•., O0 Ventilation: 32 CFM•24 Watts I I. —dab Duct Leakage to Outside: Forced Air Ductless •ow SU This Home Above Grade Walls: R-26 20 Ceiling: Adiabatic,R-0 f. Zero Energy Window Type: U-Value:0.27,SHGC:0.27 Home 0Foundation Walls: N/A Adin Maynard,Certified Energy Rater .am so.r .'.EMrty Framed Floor: N/A Digitally signed:6/30/22 at 10:27 AM e kot ro a Ekotrope RATER-Version:4.0.1.hf.2940 The Energy Rating Disclosure for this home is available from the Approved Rating Provider. This report does not constitute any warranty or guarantee. Energy savings calculated without modifications to the energy model.(As Modeled) IECC 2018 Performance Compliance HIS Property Organization Inspection Status HERS 70 Sherman Ave Unit 1 HIS & HERS Energy Effici Results are projected Northampton, MA 01035 Adin Maynard 4136588784 70 Sherman Ave Unit 1 projected Builder Jim Morrissey This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design IECC 2018 Performance As Designed Heating $530 S337 Cooling $28 $31 Water Heating $90 $90 Mechanical Ventilation $29 $31 SubTotal -Used to determine compliance $678 $488 Lights &Appliances w;out Ventilation $504 $504 Onsite generation $0 $0 Total $1,181 $992 R405.3 Source Energy Exception: The proposed home uses 13.9 MBtu LESS source energy than the reference home. Requirements The proposed house meets the IECC 2018 Performance reference energy bill di 405.3 Performance-based compliance passes by 28.0% requirement by$189.62(13.9 MBtu).but a post construction blower door test is required for confirmation. A R402.4 1 2 Air Leakage Testing A post construction blower door test is required to venty the air leakage meets the requirement ® R402.5 Area-weighted average fenestration SHGC 8 R402.5 Area weighted average fenestration U-Factor ® R404.1 Lighting Equipment Efficiency e R403 6 1 Mechanical Ventilation Efficacy 49 Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met 6 IRC M1505.4.3 Mechanical Ventilation Rate ® R405.2 Duct Insulation Design exceeds requirements for IECC 2018 Performance compliance by 8%. As a 3rd party extension of the code Jurisdiction utilizing these reports.I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on HAMPSHIRE County.If rating is Projected.I certify that the building design descnbed herein is consistent with the building plans. specifications. and other calculations submitted with the permit application. If rating is Confirmed. I certify that the address referehced above has been inspectedttested and that the mandatory provisions of the'ECG have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Adin Maynard Signature: LisArZ-‘ Organization: HIS & HERS Energy Efficiency Digitally signed. 6/30/22 at 10:27 AM Ekotrope RATER-Version 4.0.1.hf.2940 IECC 2018 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report Building Specification Summary HIS Property Organization Inspection Status HERS 70 Sherman Ave Unit 1 HIS& HERS Energy Effici, Results are projected Northampton, MA 01035 Adin Maynard 4136588784 70 Sherman Ave Unit 1 projected Builder Jim Morrissey Building Information Rating Conditioned Area[ftl 938.80 HERS Index 43 Conditioned Volume[ftl 8,449.00 HERS Index w/o PV 43 Thermal Boundary Area[ftl 3,140.59 Number Of Bedrooms 2 Housing Type Duplex,single unit Building Shell Ceiling w/Attic I None Windows(largest)I U-Value:0.27, SHGC:0.27 Vaulted Ceiling I None Window/Wall Ratio 10.18 Above Grade Walls I R20,CE1,6-16,+6.6; U-0.044 Infiltration 11.5 ACH50 Found.Walls I None Duct Lkg to Outside I Forced Air Ductless Framed Floors I None Total Duct Leakage I Untested Slabs I R20U,24W, R10P,0.3V;R-10 Mechanical Systems Heating Air Source Heat Pump•Electric•10 HSPF Cooling Air Source Heat Pump•Electric• 19 SEER Water Heating Residential Water Heater•Electric•3.55 UEF Programmable Thermostat Yes Ventilation System 32 CFM•24 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electnc Percent Exterior LED 100% Clothes Dryer CEF 3.0 Refrigerator(kWh/yr) 700.0 Clothes Washer LER(kWh/yr) 152.0 Dishwasher Efficiency 270 kWh Clothes Washer Capacity 4.2 Ceiling Fan (CFM/Watt) 70.4 Range/Oven Fuel Electric Ekotrope RATER-Version 4.0.1.hf.2940 All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the Information shown on this report. Home Energy Rating Certificate Rating Date: 2022-06-27 HIS Projected Report Registry ID: HERS Based on Plans Ekotrope ID: wdk4N6ly HERS® Index Score: Annual Savings Home: 4Your home's HERS score is a relative 70 Sherman Ave Unit 2 performance score.The lower the number, 2,7 5 Northampton, MA 01035 the more energy efficient the home.ToBuilder: learn more, visit www.hersindex.com *Relative to an average U.S.home Jim Morrissey Your Home's Estimated Energy Use: This home meets or exceeds the Use [MBtu] Annual Cost criteria of the following: Heating 9.1 $595 2018 International Energy Conservation Code Cooling 0.8 $54 Hot Water 1.6 $107 Lights/Appliances 12.6 $825 Service Charges $84 Generation (e.g.Solar) 0.0 $0 Total: 24.2 $1,665 HERS Index Home Feature Summary: Rating Completed by: More s..rp Home Type: Duplex,single unit „o Model: N/A Energy Rater: Adin Maynard Existing 140 Community: N/A RESNET ID: 9463452 Homes 10 Conditioned Floor Area: 1,044 ft2 Rating Company: HIS&HERS Energy Efficiency '1° Number of Bedrooms: 2 57R Adams Rd.Williamsburg,MA 01039 0 4136588784 Reference 100 Primary Heating System: Air Source Heat Pump•Electric•10 HSPF Horny ,,, Primary Cooling System: Air Source Heat Pump•Electric•19 SEER Rating Provider: Energy Raters of Massachusetts Primary Water Heating: Residential Water Heater•Electric•3.5 UEF 2 Woodlawn Street Amesbury,MA 01913 House Tightness: 1.5 ACH50 978-270-3911 M••.•,ry Ventilation: 50 CFM•24 Watts I Duct Leakage to Outside: Forced Air Ductless .w„ ,,, This Home Above Grade Walls: R-26 ®/ 0 Cw e: A- al 0 Zero Energy a.. Window Type: U-Value:0.27,SHGC:0.27 Foundation Walls: N/A Adin Maynard,Certified Energy Rater C2,13 Rt., Less energy Framed Floor: R-42 Digitally signed:6/30/22 at 10:39 AM I e kot ro pe Ekotrope RATER-Version:4.0.1.hf.2940 The Energy Rating Disclosure for this home is available from the Approved Rating Provider. Energy savings calculated without modifications to the energy model.(As Modeled) This report does not constitute any warranty or guarantee. IECC 2018 Performance Compliance HIS Property Organization Inspection Status HERS 70 Sherman Ave Unit 2 HIS & HERS Energy Effici. Results are projected Northampton, MA 01035 Adin Maynard 4136588784 70 Sherman Ave Unit 2 projected Builder Jim Morrissey This report is based on a proposed design and does not confirm field enforcement of design elements. Annual Energy Cost Design IECC 2018 Performance As Designed Heating $572 $404 Cooling $36 $38 Water Heating $91 $91 Mechanical Ventilation $30 $31 SubTotal -Used to determine compliance $730 $564 Lights &Appliances w/out Ventilation $514 $514 Onsite generation $0 $0 Total $1,243 $1,078 R405.3 Source Energy Exception: The proposed home uses 12.1 MBtu LESS source energy than the reference home. Requirements ® 405.3 Performance-based compliance passes by 22.7% 8 R402.4.1.2 Air Leakage Testing Air sealing is 1.50 ACH at 50 Pa.It must not exceed 3 00 ACH at 50 Pa. ® R402.5 Area-weighted average fenestration SHGC R402.5 Area-weighted average fenestration U-Factor ® R404.1 Lighting Equipment Efficiency • R403.6.1 Mechanical Ventilation Efficacy Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. IRC M1505.4 3 Mechanical Ventilation Rate ® R405.2 Duct Insulation Design exceeds requirements for IECC 2018 Performance compliance by 22.7%. As a 3rd party extension of the code Jurisdiction utilizing these reports.I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on HAMPSHIRE County.If rating is Projected.I certify that the building design described herein is consistent with the building plans, specifications. and other calculations submitted with the permit application. If rating is Confirmed. i certify that the address referenced above has been inspectedrtested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or wit be verified as such by another party Name: Adin Maynard Signature: Organization: HIS & HERS Energy Efficiency Digitally signed: 6/30/22 at 10:39 AM Ekotrope RATER-Version 4.0.1.hf.2940 IECC 2018 Performance compliance results calculated using Ekotrope RATER's energy and code compliance aigonthm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report Building Specification Summary HIS Property Organization Inspection Status HERS 70 Sherman Ave Unit 2 HIS & HERS Energy Effici, Results are projected Northampton, MA 01035 Adin Maynard 4136588784 70 Sherman Ave Unit 2 projected Builder Jim Morrissey Building Information Rating Conditioned Area [fVI 1.044.00 HERS Index 44 Conditioned Volume[ftb] 10,136.00 HERS Index w/o PV 44 Thermal Boundary Area[ft2] 3,755.92 Number Of Bedrooms 2 Housing Type Duplex, single unit Building Shell Ceiling wi Attic R59,CE16".4-24; U-0.017 Windows(largest)I U-Value: 0.27, SHGC: 0.27 Vaulted Ceiling R38,CE2,12-16,C; U-0.034 Window/Wall Ratio 10.15 Above Grade Walls R20.CE1.6-16,+6.6; U-0.044 Infiltration 11.5 ACH50 Found. Walls None Duct Lkg to Outside I Forced Air Ductless Framed Floors R42. CE1, 121-16; R-42 Total Duct Leakage I Untested Slabs R20U. 24W, R10P,0.3V; R-10 Mechanical Systems Heating Air Source Heat Pump •Electric• 10 HSPF Cooling Air Source Heat Pump•Electric• 19 SEER Water Heating Residential Water Heater• Electric•3.5 UEF Programmable Thermostat Yes Ventilation System 50 CFM•24 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electric Percent Exterior LED 100% Clothes Dryer CEF 3.0 Refrigerator(kWh/yr) 650.0 Clothes Washer LER(kWh/yr) 152.0 Dishwasher Efficiency 270 kWh Clothes Washer Capacity 4.2 Ceiling Fan (CFM/Watt) 70.4 Range/Oven Fuel Electric Ekotrope RATER-Version 4.0.1.hf.2940 All results are based on data entered by EKotrope users EKotrope discarrns at'lability for the nformabon shown on this report 'fr% -'4.'' CITY OF NORTHAMPTON, MASSACHUSETTS aii t DEPARTMENT OF PUBLIC WORKS 3 125 Locust Street Northampton,MA 01060 413-587-1570 Donna LaScaleia Fax 413-587-1576 Director Permit No. DO1-23 DRIVEWAY PERMIT Date: 7/11/2022 Check#: 2284 FEE: $250.00 Proposed driveway must be staked and address and/or lot number posted. Public Shade Trees are protected by Mt;L Chapter 87. Do not cut, trim or remove any trees on City property without the expressed written permission of the Tree Warden. The undersigned respectfully petitions The Department of Public Works for: A new Curb Cut Permission to install a driveway at: 70 SHERMAN AVE Fifteen (15) foot maximum width from street line to property line. Gutter drainage not to be dis urbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing r adway. The first one hundred(100) feet of the driveway surface shall be paved as soon as possible if th grade of the proposed driveway exceeds 3% at any point in the first one hundred(100) feet. Homeowner will be held responsible for any costs to the City of Northampton in the event of a washout of this drive ay. City is not responsible for culverts installed under driveways in City layout. Code of Ordinances §3 0-8.8 providing standards for private, individual driveways as most recently amended, must be follow d. No excavation is authorized without a valid trench permit in addition to this per, it. By: JAMES MORRISSEY Telephone: 413-297-2305 Signature: .-----j Superintendent—Tree Warden Highway Superintendent Date Forestry, Parks&Cemetery Date Proposed Location& Tree Protection Inspections MIKE ANTOSZ 7/25/22 RICH PARASILITI 7/21/22 Gravcl Base Grade Inspecicd Final Approval Director of Public Works Cc: Building Inspector (SUBJECT TO ATTACHED CONDITIONS 1 & 2) r EL_ i _ C Permit No. DO1-23 Conditions: Driveway Permit In lieu of plan approved by the City Engineer I agree to the following added conditions: 1. I will contact the Department of Public Works and have an inspector check and approve he graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections, any of the permit conditions are not met that I w 11 at no expense to the City remove and replace the driveway as directed by the City Engineer. By: Name: JAMES MORRISSEY Address: 2.3 13/44 c,k EtifY LiN A ift4i1V4TP4T, y„vi 61 OD Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by of getting approval of actual plans in advance. For Commercial and Industrial applicants, a plan showing the proposed driveway with g ades, locatio and Planning Board permits are required. Cc: Building Inspector MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Public Works Director Water Division 125 Locust Street Northampton, MA 01060 413-587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 70 SHERMAN AVE Inquiry Made By: JAMES MORRISSEY 413-297-2305 (Name) (Telephone Number) Date of Inquiry: 7/11/2022 Fire Line Irrigation Domestic X Number of Units: 1 Type of Units: Type of Ownership: Single Family Private Apartments Condo Multi-Family x Rental Commercial (Applicant to fill out the above) Municipal Water Main in Front of Location: Yes X No Existing service to site? Yes No X Size of Water Main: 6" Material: Cast Iron Age: 1934 Approximate Static Street Pressure: 110 Flow Test Conducted: Yes No X (If flow test conducted attach results) Size of Service Connection: 1" Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320' New tap in street required - A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. -Arrangement of such installation shall '. '' made with the Northampton Water Department within a minimum of 5 working days notification. -All work shall conform to Northampton Watei ii r,partment specifications. Keith Snape 7/20/2022 (Watei tiliperintendentj (Date) *Water Entry ($1,250) Domestic *Meter $ 450 *Radio Read $150 (fee t(.he determined) (Includes fire line it i equired) cc: City of Northampton E'iilding Dept./Commissioner NOTE: If this ay..ilability is for new construction, :t must be submitted electronically or mailed to mailed to the Builch g Inspector *Fees will be charged based on current fee structure at the time of entry application MUNICIPAL SEWER AVAILABILITY APPLICATION Northampton Public Works Director Streets Division 125 Locust Street Northampton, MA 01060 413-587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 70 SHERMAN AVE Date of Inquiry: _ 07/11/22 _ Inquirer with contact info: JAMES MORRISSEY Reason for Request: NEW CONSTRUCTION For Office Use Only Below This Line Municipal Sewer Main in Front of Location: Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: Type of Service Connection: Domestic Tie In: $1.250 Tie-in to Existing Sanitary Service: $1,250 Comments: City Requires 6" cleanout installed at City Property Line A correspondi...T "sewer entrance fee" shall be paid prior to making any connection to the mun final sewer system. Arrangements of such installajon shall be mac with the Northampton Streets Division with a minimum of 5 IA 'rking days notii raiton. All work shall conform to NorL:,ampton Streets Division specifications. Date: Sewer Foreman *Sewer Entry$ *Fees will be c',arged based on current fee struc*ure at the time of entry application If this availability is for pew construction, it must be submitted electronically or mailed to the Buildiub Inspector. MUNICIPAL SEWER AVAILABILITY APPLICATION Northampton Public Works Director Streets Division 125 Locust Street Northampton, MA 01060 413-587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 70 SHERMAN AVE Date of Inquiry: 07/11/22 Inquirer with contact info: JAMES MORRISSEY Reason for Request: NEW CONSTRUCTION For Office Use Only Below This Line Municipal Sewer Main in Front of Location: Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: Type of Service Connection: Domestic Tie In: $1,250 Tie-in to Existing Sanitary Service: $1.250 Comments: City Requires 6" cleanout installed at City Property Line A corresponding "sewer entrance icP" shall be paid prior to making a:,y connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Division with a minimum of 5 working days notificaiton. All work shall conform to Northampton Streets Division specifications. Date: Sewer Foreman *Sewer Entry$ *Fees will be charged based on current fee structure at the time of entry application If this availability is for new construction, it must be submitted electronically or mailed to the Building Inspector. NOTES 1. THE RECORD OWNER OF THE SUBJECT PARCEL IS MA THENA MORRISSEY. SEE HAMPSHIRE COUNTY REGISTRY OF DEEDS BOOK 14296 PAGE 99. 2. SEE PLAN RECORDED IN THE HAMPSHIRE COUNTY REGISTRY OF DEEDS IN PLAN BOOK 249 PAGE 31. 3. THIS PLAN HAS BEEN PREPARED FOR SITE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE. -N / I WV / I 4. SUBJECT PARCEL CONTAINS 4,311 S.F. / _ , �---SS -SS— SS 5. THE SUBJECT PROPERTIES SHOWN HEREON MAY BE SUBJECT TO RIGHTS AND • _ �____----55-- / EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID SS-- '-SS SS SS SS \ SHERMAN AVENUE �� PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS �1 ) / NOT THE SUBJECT OF THIS PLAN. / 7.69' 40' WIDE PUBLIC WAY _ (EASE.) �139� 6. THE EXISTING CONDITIONS INFORMATION SHOWN IS BASED UPON A TOPOGRAPHIC E.O.F oNw SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. ON NOVEMBER 18, 2021. ACCESS - - - �HW� - '� 7. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD .�• EASEMENT _ — 4 SURVEY INFORMATION, DIG SAFE MARKINGS AND AVAILABLE RECORD DATA. R 01-144- oll ; „ , S 38' 55' 22";.E " LEVESQUE ASSOCIATES, INC. MAKES NO GUARANTEE THAT THE UNDERGROUND h► \ ilk\ i 57./0' . .. UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN Q \ RELOCATE EX. W :•: /.':.. SERVICE OR ABANDONED. R LEVESQUE ASSOCIATES, INC. FURTHER DOES NOT 17.35 GUY ANCHOR N •:- '._,. WARRANT THAT THE UNDERGROUND UTILITIES SHOWN HERE ARE IN THE EXACT Q' 1 . LOCATION INDICATED, ALTHOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE 1.".• .' . .. . 44k.-6*--.'''''' FROM AVAILABLE INFORMATION. in 8. ADJACENT PROPERTY LINES AND ABUTTERS SHOWN HEREON ARE REFERENCED FROM 5'6 > I �p THE CITY OF NORTHAMPTON ASSESSORS RECORDS _ C0 9. SUBJECT PARCEL IS ZONED URB ACCORDING TO THE CITY OF NORTHAMPTON ZONING (n I W 2 I� l _ PROP. MAP. (Q c, o Z III Propose• rn #68 rn 0 I . • v 4, O .DRIVE w Y Cr p �. w g1, Duplex rn ... _STOFAMILY 10. THE SUBJECT PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD ZONE AREA Li), ,_ s 1 E V N c�to i m O rn o SINGLE ACCORDING TO FLOOD INSURANCE RATE MAP NUMBER 2501670002A - EFFECTIVE o w \` _ DATE: APRIL 3, 1978. M TW. 8"` co 11. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN NATURAL HERITAGE & • + • TREE c��l47\ N ENDANGERED SPECIES PROGRAM (NHESP) JURISDICTION. m N w _ m 71 I 19 � ' i ( CI 25A-111 . • N/F N 56° 47' 33" E \ � U, 25A-194 SARAH KARNEY Lot 2 DEED: 14040-218 N t� _ — O. 4,311 s.f. * JOAN/DALIN DEED: 1 4088-1 9 7 N of 4 — \, -1 3 PROP. TREE LOCATION �ZH OF ALA (4 MINIMUM) ill" ss90 SEED — — — 53.46' —144- N 38' 1 1' 21" W . ° MARC E. s� N 2_. ., 145 �_ o SHUTE y Klip.33610 ily 5.00' 'O , 25A-126 y 44 �fSS5f0�a N/F 20 0 10 20 40 ��!Sj " a JOAN E. ANGELES _ , • & MARK A. TIRRELL DEED: 8932-62 SCALE: 1"=20' REVISION: DATE: R LEVESQUE ASSOCIATES, INC Plot Plan - ProposEd Duplex DRAWING# Landscape Architects•Civil Engineers• Land Surveys• Environmental Consultants Lot 2 ShErman AVEnuE - ParcEl 25A-195 p p-I 29 Broad Street • P.O.Box 640 • Westfield,MA 01086 FOR SCALE: 1" = 20' DATE: 04-28-22 JOB NO.: 211014 R L A ph:413.568.0985 fax:413.568.0986 rlaland.com MathEna MorrissEy - ownEr Zat< File #42 APPLICANT/CONTACT PERSON:MORRISSEY, MATHENA 150 HUNTINGTON AVE SEX BOSTON, MA 02115 PROPERTY LOCATION 70 SLLERMAN AVE MAP:LOT 25A-195-00I ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $30.00 Type of Construction: ZPA -CONSTRUCT 2 FAMILY HOUS . New Construction Non Structural Renovations Addition to Existing Acccssor. Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: )( Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ _ Intermediate Project: Site Plan AND/OR Special Penn it With Site Plan Major Project: Site Plan AND/OR Special Penn it With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Perm its Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health _ Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D. ,i lit ion Delay i Si pa re of Building Official ( Date b'n b Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of M(iL 40A.Contact Office of Planning&Development for m, re information. ncuLI V C t 1 File No. 7" MAY - 4 2022 ZONING PERMIT APPLICATION( w.2, 3 Please type or print all information and return this forth to.the B.ttilding Inspector's Office with the $30 filing fee (check or money order)payable to the City of Northampton 1. Name of Applicant: /7/7/tr/411A/A /✓j/e/SSF ' Address: Telephone: 9/3" L 5 0-$66 2. Owner of Property: /14/477Y6A/A "lo ics Address: Z3 636 66 ( , 4"1111)"// Oia Telephone: el/7 - 2ra - -44 3. Status of Applicant: Owner Contract Purchaser Lessee Other (explain) 4. Job Location: 76 s,eiriLrwory A 14- Parcel Id: Zoning Map# Parcel# District(s): In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property: 4-'SC6-1,4 hi 71 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): CPn57 .-(,,, .Gti o( 2 - Tu.M 1lh A I✓LC- 7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES _ IF YES: enter Book Page _ and/or Document# Y.Does the site contain a brook, body of water or wetlands? id0 � DON'T 'NOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to he obtained Obtained , date issued: (Form Continues On Otter Side) Jr, Orr ,sse .1io6Y67 Ca,siC4sf. /7-(7' W:\Documents\FORMS\ongin,tl Budding-Inspector'Zoning-Permit-Application-passive.doc KA4'2004 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: Are then any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 a or is it part of a common plan of development that will disturb over 1 acre? YES NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building Department EXISTING PROPOSED REQUIRED BY ZONING Lot Size c- 3,y , „/ 2 y� 3/ Frontage , _ L ,' SS` 1 lL u Setbacks Front /O i / ' Side L: Q R: /s ' L: tj ' R: /S L: R: Rear 201 20 Building Height ZL/ ,_ / cr Building Square Footage /, 9/`/ {' %Open Space: (lot area A minus building Et paved GSA, parking of Parking Spaces Z #of Loading Docks Fill: a location) 13. Certification: . ''ereby certify that `.e information coliu.ined herein is true and accurate to the host of my knowledge. Date: Zo42-- Applicant's Signature X')TE: Issuance of a zoning permit dues not relieve an_ pllicant's byrdencomply with all zoning requirements and obtain all required permits from the Board of Health,Conservation Commission, Historic and Architectural Boards, Department of Public Works and other applicable permit granting authorities. A..,Documents FORMS'origival`Building-Inspector Zoning-Permit-,Application-passivc.doc it,4'22004 NOTES 1. THE RECORD ONNER OF THE SUBJECT PARCEL IS MATHENA MORRISSEY. SEE HAMPSHIRE COUNTY'REGISTRY OF DEEDS BOOK 14296 PAGE 99. 2. SEE PLAN RECORDED IN THE HAMPSHIRE COUNTY REGISTRY OF DEEDS IN PLAN BOOK 249 PAGE 31. (/ ` 3. THIS PLAN HAS BEEN PREPARED FOR S'TE PLANNING PURPOSES AND SHALL NOT BE USED FOR THE CONVEYANCE OF LAND OR FOR ANY OTHER USE. l v N' ' _ 4. SUBJECT PARCEL CONTAINS 4,311 S.F. ' ! SS SS�`55 5. THE SUBJECT PROPERTIES SHOINd HEREON MAY BE SUBJECT TO RIGHTS AND SSA 5$- / EASEMENTS AS CONTAINED IN THE VARIOUS DEEDS OF RECORD DESCRIBING SAID _S—' 55 .,S SS SHERMAN AVENUE ,'S0 PROPERTIES. THE LOCATION AND EXTENT OF ANY SUCH RIGHTS AND EASEMENTS IS 7.-'9. 40'WIDE-PUBLIC WAY / NOT THE SUBJECT OF THIS PLAN. (EASE) �t39—' — 6. THE EXISTING CONDITIONS INFORMATION SHOWN IS BASED UPON A TOPOGRAPHIC E.O.P. / OH'/I SURVEY PERFORMED BY R LEVESQUE ASSOCIATES, INC. ON NOVEMBER 18, 2021. • ACCESS ' W_ 7. THE UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD �_ EASEMENT , `— gL ' SURVEY INFORMATION, DIG SAFE MARKP'GS AND AVAILABLE RECORD DATA. R LEVESQUE ASSOCIA TES, INC. MAKES NO GUARANTEE THAT THE UNDERGROUND 'i \ ' r 5.1 4 4' -.; s� UTILITIES SHOWN HEREON COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN l RELOCATE EX. I SERVICE OR ABANDONED. R LEVESQUE ASSOCIATES, INC. FURTHER DOES NOT 17.35 • 1, 4, w %- `tY- GUY ANCHOR WARRANT THAT THE UNDERGROUND UTILITIES SHOW HERE ARE IN THE EXACT -- --i ., LOCATION INDICATED, AL THOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE /� V?.•....4 r- �� FROM AVAILABLE INFORMATION. a ADJACENT PROPERTY LINES AND ABU TIERS SHOWN HEREON ARE REFERENCED FROM >, .6 'i, THE CITY OF NORTHAMPTON ASSESSORS RECORDS m \ \ "';^''" T.:, 9. SUBJECT PARCEL IS ZONED URB ACCORDING TO THE CITY OF NORTHAMPTON ZONING 0 0 otQ2 ,,-;4". z AI ProPos-. DRIVE�. w 6 MAP. AREA kJ N2 R ,] m . rn ,? T_DUPIex o si R 5�ENCEY 10. ACCORDINGTHE CT PARCEL IS NOT LOCATED TO FLOOD INSURANCE RATE MAPINNUMBER 501670002 A SPECIAL FLOOD ANE EFFECTIVE y �� w \` `-` ` DATE: APRIL 3, 1978. ? 1 TW. 8'` m 1 11. THE SUBJECT PROPERTY IS NOT LOCATED IN THIN NATURAL HERITAGE& 'I y'. TREE ci 74j\ ENDANGERED SPECIES PROGRAM(NHESP)JURISDICTION. mII U1 25A-I11 r\ 1e.92 �� N/F N 56' 47' 33" E —\-�� i, 25A-194 SARAHD: 1 KARNEY040-21 Lot 2 - N/F DEED: 14040-21F N 0 4,311 s.f. DEED.•088 DALN197 4— 1 3— PROP. TREE LOCATION ® — —— 53.46.-—144—_= l (4 MINIMUM) novkN38' II' 21" •N 28' 27' 17" V / 1a5 25A-'26 JOAN E./F NANCELES20 0 10 20 40 ��_ %�� dr MARK A TIRRELL m s �� DEED: 8932-62 SCALE: 1"=20' REVIslor --- -- DATE R LEVESQUE ASSOCIATES, INC Plot Plan-Proposed Duplex ''' ot 1onds<ooe Architects-Cn i Engineer•Land Surreys Ernironmenlal ConsuNOnh Lot 2 Sherman Avenue-Parcel 25A-19S P P_I 29 Broad Street•P.O.Box 640•Westfield,MA 01086 FOP SCALE 1"=20' [DATE 04-28-22 IJOB NO.: 211014 $ K I \ ph 413.568.0985 tax:461.568.0986 rlaland.com Mathena Morrissey-owner KUHN RIDDLE ARCHITECTS A B C A B. C A' B C 28 AMITY ST.SUITE 2B `s AMHERST MASSACHUSETTS 01002 P C .w o Wnru / >c.. / _o_ / SP SELECTEDB ConT.EER.T» / v WO ROTE.TNT 4 1 3 2 5 9 1 6 3 0 R .00.N4 w / '° /. / ' r/ www.kuhnriddle.cum A . k 9 �% ; • a s <\ fl C C : I Ina '�,,,. TB '7:- c/, _ Gees_N,na rw.EnERwrtwnoRww. 1 § w �ro? "0^ , -\ « 4 int GENE.,CON MAC.*AM SuILCONTRAtio93 ID n Je Al- \ \ . 1 ..,. 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MASSACHUSETTS 01002 41 3 2 59 1630 ,m ��..mc�m.,+.w %.�Ow www.kuhnriddle.com " r [--- ,a":4ftw Notes. ..� M..... iMiiMi k :a_s DM MAWS LA ME 1 ' PIN: b nl ...�. �'Yimi il MIMI 1 iMIMIjI "&gaff�:s? SW,�o�KC.�YING eEw 11-li. ff .._ — t r 11 / i� p� c L______..4............ja............=40 ,, y i 555. E -..-- u - Del.p rtOOF iF"YNf.PLIJi .�1•• ••'••• •• ...Y....:S..•..��..tw D .s�a�..vwITrn r,.oio�s ^_ _ 11 .........��.w.e,..we.. _ � wig,. .A. S �,�.m.�m - -- �...,. - t11 i.2 KUHN RIDDLE ARCHITECTS 28 AMITY ST.SUITE 28 AMHERST o—'EM10 K.,.., MASSACHUSETTS 01002 41 3 2 59 1630 4 s..a.,wvac A - ' www.kuhnriJJle corn V.r...«.. ra,.a....o.a,.o.EEO..T..n..or.,E, ,r ; /J 1 1 ttCOWL. ,rEons'It ^\a w too tr.r 6hgtot WALL Ftacik r i ,:. , - :a ter..., .EOlO FLOOR si.n.x.a,thh,\..... S\ ... / ,a-,YP ti \k\ '—� L,u:.. '�,. 6ECOND FLOOR m_ g@P6k21Ni..s..mnc nE.v,Er.,a. - i E..a:=5 \, , FIRST FLOIXi Pl.sr.FtsrfrFra ..a.,<, vcas.ns. em A.VERLYIL.ERIMIO.NOMOOKKEDC0•6TION• ,aar -. �,E, MOO TO P a ( r�vF ��m` `E�' Y I. fRST FLOgi� SO OP ERRORS .m,[ssED r WOW 5, I • I IW.V P _ ' Co0.310.1.11.01rf W.f.LONY1.7001 WI l SEE mra,.wYu FOX ow' wn 16REAWIR Ott ME. v.auwoin gsnw.cEs wu RaRT6E E TO Fa.aror NOT a.rc..maw iMOUREMENTS FORAM...NO DISTALLATICM OF All 11 6 WOW'..Fro"" OE,....mm.,E..o,.o,.�o,.E q i ' NW.»or.e .. ____ �Evc r .rw.o,usa.uva { 9ECOTC FLOOit AWCCITO.niV. ww.nwe rtc,,.csa..rt.w's.rC MCE.,cLrsmu,.a,rxs au WI ht.rw..o,l , j �� i[� : E..a�,o i A i J rca.w,E rrEs E .. - 9Y9 I Iii �_ a —.. J. Fa{STFi°OR% FPi$t,40149 \ , ,.w„a..o,.,1 MORRISSEY DUPLEX O 70 SHERMAN AVENUE. u NORTHAMPTON MA 01035 3 y,..,o EXTERIOR ELEVATIONS , •, A2.1 Floor-Ceiling Systems 295 tff,;fzr v.:, "5, S E , : ' r r;.._..- tir . : : ,.. .:r i.. - 1. r. .:.:f6- . ': . ., ,r.. r!, . f ,r ...v .t „ ,i. FLOOR-CEILING SYSTEMS,WOOD FRAMED GA FILE NO: PROPRIETARY 1 HOUR 60 to 64 STC FC 5013 FIRE SOUND WOOD I-JOISTS,GYPSUM PANELS, RESILIENT CHANNELS ___,�_� Fire Design: - ' Base layer 5/8" proprietary gypsum panel applied at f�l right angles to resilient channels 24" o.c. (16" o.c. ,�/li\i' ,with insulation attached to subfloor and 12" o.c. with - i, . ) i insulation over the resilient channel) with 1"Type S . . —_..... , ...,,, ,. ., screws 8"o.c.at the butt joints and 16"o.c.in the field. ,._� Resilient channels applied at right angles to 9-1/2"deep wood I joists 24"o.c.with 1-1/4"Type S screws. Face ' • layer 1/2"proprietary type X gypsum wallboard applied at right angles to resilient channels with 1-5/8"Type S Approx. screws 8 o.c. 1-1/2"Type G screws 6"from butt joints Ceiling Weight: 4.9 psf(Fire and Sound) and spaced 8" o.c. Wood I joists supporting 19/32" wood structural panel subfloor applied at right angles Fire Test: UL R3660, to joists with construction adhesive and 6d ring shank 10CA25812,8-17-10, nails 12"o.c. 4787675943, 12-1-16, Sound Design: UL Design M535 r Sound tested with resilient channel at 12"o.c.with loose Sound Test: NGC 5017060&NGC 701:7091, 20-17 fill insulation applied directly over the gypsum board. (STC 54,IIC 46) Finished floor of 3/4" gypsum concrete floor topping NGC 5017069&NGC 7017110,5-9-17 over sound mat. (SIC 60,IIC 78 with Carpet and Pad) NGC 5017070&NGC 7017111,5-9-17(STC 60, IIC 57 with 3/16"(5mm)Luxury inyl Tile(LVT)) PROPRIETARY GYPSUM BOARD NGC 5017071 &NGC 7017112,5-9-17(STC 62, CertainTeed Gypsum, Inc. IIC 58 with 3/16"(5mm)LVT over underlayment) —5/8"CertainTeed®SilentFX®QuickCutTM NGC 5017072&NGC 7017113,5-10-17(STC 60, — 1/2"CertainTeed®Type C IIC 58 with 3/8"(9.5mm)Engineered Hardwood) - , 1 7rq-'. T 1rPi:ryy. r r)iP .vi._ :1'1 n .:%":/ k fw-. 'a r �.,�:'rvrl�v k ,-1�• yr`y;r� , a.l.:)r� f r l+Y' �9'ST�.�.,-_ r 'r.�`_,:t'. C�•. r0.-" kii i�'? 13rIY.�'i 4i'rti.l'1 "l' 1 ;;"(5 F,"]'IL) n4'u'�� i r ',,r r '�w.;l��•.zy,.r,n,-�e 'a1 s_,r,� ?rr x a's'.�. �, .rrfi.,�Y� ;1 7,t* .pr fY �d u. {, �! JL:e,��rnraJ•:k�,�.rf'�„�,�"�i,4r:c;+�.r;,r�.n��{'�FL,fiv.�.�1�4wJf.�n�,:�,, ,4,.:,h..me9ti,,1 r,...�,it��ix��bahkrrnr`��"s.��ufir3�d,�r,L��yr,` '. 1ntn,.;n.�,.1J�tliv:.,exs1H bE,��t�cr„sb.,rr��k�lry,,,.w.fib✓,�,aa„l��^,.,,r„�=•,rAn.a7,_c,.;�5h,_r1F,�rur.e� The descriptions in this manual are summaries.For complete assembly information, review the listed design. www.gypsum.org ©2021 by the Gypsum Association MORRISSEY DUPLEX L KUHN RIDD E ARCHITECTS 28 AMITY ST. SUITE 2B AMHERST MASSACHUSETTS 01002 A 70 SHERMAN AVENUE, NORTHAMPTON MA 01035 4 1 3 2 5 9 1 6 3 0 www.kuhnriddle.com A PERMIT SET - 04 MAY 2022 .. 4. [4„ , , 1114 ,.. T 4 SIE A . i_rilliat • v . , .., . . 4m ,z. :, Nillik •1111011 .' 'ININN .:( b,K 1181.14 Alahllral.Ilit 1.Illard 61x01 4 Konoteb/General Not • • /00140* ..._ liill MN St%.4 * ,''''•gry . ••• , - • ...... .. ,.. ....,„. - J.,, is ::i •v, ....1...1.1...1 171,L.. B SITEMAPDIAGRAM(NOT TO SCALE FOR REFERENCE ONLY, /_L\ 0 I mew DRAWING LIST SHEET NUMBER SHEET NAME GI 0 COVER SHEET AO.I CODE REVIEW AND BRACING DIAGRAMS AI.I FOUNDTION,FIRST&..SECOND FLOOR PLANS Al 2 FRAMING PLANS Al I EXTERIOR ELEVATIONS M.1 BUILDING SECTIONS ' A4 0 INTERIOR ELEVATIONS Ne..„.. . . r • ''' majimadamomomosuminmew. , 414, , A5 0 CONSTRUCTION DETAILS A6 0 A7.1 SCHEDULES REFLECTED CE1UNG PLANS '''''''' 10 ' e A -• ,,,,....•.- LLI . . ... J j ... :-- i -.. • 0 .... ;i.e.. MORRISSEY DUPLEX D 70 SHERMAN AVENUE, , CLIENT ARCHITECT CIVIL/LANDSCAPE NORTHAMPTON MA 01035 a MATHENA MORRISSEY KUHN RIDDLE ARCHITECTS ROB LEVESQUE ASSOCIATES 1 23 BLACKBERRY LANE 28 AMITY STREET#2B 40 SCHOOL STREET COVER SHEET AMHERST, MA 01002 AMHERST, MA 01002 WESTFIELD,MA 01085 il. 05/04/22 413.259.1630 Prow. 21068 01 .0 ' 2 3 4 5 1 4 5 MORRISSEY RESIDENTIAL DUPLEX Chapter 4-Foundations FIRE RESISTANT CONSTRUCTIION THIS SIDE METHOD CS-WSP PER TABLE R602.10.3(I) • Table R401.4.1-Assuming a load bearing pressure of 1,500 lb/sq ft.((page 80) •9.5 FEET OF BRACED WALL REQUIRED •18 FEET PROVIDED. KUHN RIDDLE 70 Sherman Avenue, Northampton. M A 01060 • Table R301.2(4)-Assuming a ground snow load of 40 per MA amendments(page 38) $ ion Between Dwelling Units-One hour separations are required between I•' Table R403.1(1)-Seismic Design Category B(page 36) dwelling units: 43•-6• 6'-11' 3'-r 4'-0- ARCHITECTS LIMITED SCOPE OF SERVICES • R403.1-MIN.14"wide x 6"thick footing required(page 81)USED:18"WIDE X 8" Per R302.3 Two Family Dwellings Dwelling units in two-family dwellings shall be 1 /B/ / / / ARCHITECTS THICK FOOTING seperated from each other by wall)and floor assemblies having not less than a 1-hour fire I __ • Table R402.2-3,000 PSI Concrete(page 80) resistance ratingwhere tested in accordance with ASTME 119 or UL 263.Fire-resistance \ ""<. - •♦--->�-- ewL I 7 THE ARCHITECTS SCOPE OF SERVICES FOR THIS PROJECT IS LIMITED TO THE 28 AMITY ST. SUITE _B DESIGN OF THE BUILDING ENVELOPE AND INTERIOR LAYOUT.ALL STRUCTURAL • R403.1.6-1/2"Anchor Bolts @ 6'max.(page 89) rated floor/ceiling and wall assemblies shall extend to and be tight against the exterior wall. \ • DRAWINGS ARE TO COMPLY WITH APPLICABLE SECTIONS OF THE 2018 IRC AND • R403.3(1)-Min.Footing Depth= 14" and wall assemblies shall extend from the foundation tyo the underside of the roof A M H E R S T MA AMENDMENTS.THIS DRAWING SET ILLUSTRATES A DESIGN WHICH HAS R403.3(1)-Min.Vertical Insulation R-Value= R5.6 sheathing. L 11- MASSACHUSETTS 01002 LIMITED FIELD-VERIFICATION OF EXISTING CONDITIONS.IT IS THE • R404.1.2(1)- Exceptions: RESPONSIBILITY OF THE GENERAL CONTRACTOR.SUB-CONTRACTORS,AND • Horizontal Reinforcement(page 106) 2.Wall assemblies need not extend through the attic spaces where the ceiling is \ --- = ' CIVIL ENGINEER TO FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS 1. One#4 bar whin 12"of T.O.wall protected by not less than 5/8"Type X gypsum board,an attic draft stop constructed 4 1 3 2 5 9 16 3 0 e A INCLUDED IN THIS DOCUMENT.THESE CONDITIONS INCLUDE,BUT ARE NOT 2. One#4 bar @ mid-height of wall as specified in Section R302.12.1 is provided above and along the wall assembly _ A • Vertical Reinforcement(page 108): seperating thee LIMITED TO,ALL DIMENSIONS,EXISTING CONDITIONS,SITE CONDITIONS,AND p g dwellings and the structural framing supporting the ceiling is protected _ \... O� �` _ www.kuhnriddle.tom ANY EXISTING OR NEW CONFLICTS.THE GENERAL CONTRACTOR SHALL NOTIFY 1. R404.1.2(3)-8"Walls-Not Required by not less than 1/2"gypsum board or equivalent. = - _ ._ -- \ • R406.1-Dampproofing required(page 120) 0 - -- --- --- THE ARCHITECT OF ANY CONFLICTS,DISCREPANCIES.OR ERRORS PRIOR TO 9 i -E- r . Si. -', CONSTRUCTION SO THAT THEY MAY BE ADDRESSED. Per R302.3.1 Supporting Construction.Where floor assemblies are required to be fire- 3 �..111 ' Roof Trusses to be engineered and stamped by manufacturer. resitance rated by Section R302.3,the supporting construction of such assemblies shall a 0 ___s� ewL z THE OWNER WILL CONTRACT WITH A GENERAL CONTRACTOR FOR THE DESIGN have an equal or greater fire-resitance rating. 'Flo 0 _ w OF THE FOLLOWING COMPONENTS OR SYSTEMS,OVER WHICH THE ARCHITECT Chapter 6-Wall Constructiona u •_. \ L. 73 HAS NO AUTHORITY AND ACCEPTS NO RESPONSIBILITY: • Bracing Method shall be as described in Table R602.10.3(1),CS-WSP Continuously Per R302.4 Dwelling Unit Rated Penetrations:Penetrations of wall or floor-ceiling 5 a o e .... a 0 Sheathed Wood Structural Panel,all walls are compliant with this method unless assemblies requires to be fire-resitance rated in accordance with R302.2 or R302.3 shall be a w S a N. a a • SITE AND CIVIL DESIGN otherwise noted on the First Floor and Second Floor. protected in accordance with this section. e b i w 1 - • n • Front First Flnnr Wag(project east)shall be braved id�oing TCPP Continuously Sheathed q .. I __ _ 1 a • PLUMBING Portal Frame.per Table R602.10.3.1.Reference Section R602.10.6.4 for fasteners Per R302.4.1 Through Penetrations.Through ntrations of the fireresitance rated wall or 0 0 ' a - - I du' ' • FIRE PROTECTION ands spacing oinembersprovided below. floor assemblies shall comply with Section R302.4.1.1 OR R302.4.1.2 0wo m 3 w m 1 000- • HEATING,VENTILATING AND AIR CONDITIONING P g P y n o w O n o a> -_--. --- - • ELECTRICAL,INCLUDING POWER,EMERGENCY LIGHTS.FIRE ALARM • First Floor Interior Braced Wall at BWL 2 shall be braced using method GB Gypsum Exceptions:Where penetrating items are steel,ferous or copper pipes,tubes or m S i B :m°a n•Ir dn=u•v not m,x„d.,l.",4,:,I a/,nv,1 lot...ow's,, SYSTEMS,AND SECURITY SYSTEMS. Board,per Table R602.10.3.(1).Reference Table R702.3.5 for interior locations and conduits,the annular spaces shall be protected as follows. �„ g sow FE EIo tr•-dH I v r a..t -1 ess.,.d:tram, requirements of nail/screws. 1.In concrete or masonrywall or floor assemblies.concrete,grout or mortar shall be u m°u III e 5 F - rnWbMr 61 Kuhn RddL A I .,,1 riovd.b,." • INTERIOR DESIGN FIXTURES,CABINETS,FINISHES AND FURNITURE. o w w \ • LANDSCAPE DESIGN it • Per Table R602.10.5(page 187).minimum lengths of braced wall panels are the permited where installed to the full thickness of the wall or floor assembly or the -w w e 0 I E following: thickness required to maintain the fire-resistance rating,provided that both of the v,w F \ y w Keynotes/General Notes: THE OWNER AND CONTRACTOR ACKNOWLEDGE THAT THE ARCHITECT WILL • Method CS-PF w/Wall Height=9'-0":18"MIN. following are complied with: m�+ 1s m GENERAL NOTES' • Method CS-WSP w/Wall Height=9'.0": 1.1.The nominal diameter of the penetratingitem is not more than 6 inches - Y F LJ \iv HAVE NO DIRECT CONTROL OVER SUCH WORK.DESIGN OF THESE SYSTEMS; g .8 G-1.ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD BY GC COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS,INCLUDING BUT • Adjacent to an opening 5 72":27"MIN. 1.2.The area of the opening through the wall does not exceed 144 square ° \- ' ' I AND SUB CONTRACTORS.IT IS THE RESPONSIBILITY OF NOT LIMITED TO THE BUILDING CODE,ENERGY CODE,ACCESSIBILITY CODES, • Adjacent to an opening 84":32"MIN. inches. \ \ \ �- - _-- --T -----4 BWL 3 THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO • Method GB w/Wall Height=9'-0":62"MIN. 2.The material used to fill the annular space shallprevent the passage of flame and / /-! -1 FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS MECHANICAL,PLUMBING AND ELECTRICAL CODES;AND COORDINATION OF THE 9 P P 9 A A • See Bracing Diagrams for further detail. hot gas sufficient to ignite cotton waste where to ASTME 119 or UL 263 3'-612' 3'-612" 1 INCLUDED IN THIS DOCUMENT.THESE ALL CONDITIONS WORK WITH OTHER TRADES;AND ALL NECESSARY PERMITS,INSPECTIONS AND g subjected11 INCLUDE.BUT ARE NOT SITE CO TO, DIMENSIONS, APPROVALS SHALL BE THE RESPONSIBILITY OF THE DESIGN-BUILD time temperature fire conditions under a positive pressure differential of not less than 2♦'-0'BRACED ViWLL LINE EXISTING ORNEWCONDITIONS. C THE(S CONDITIONS,AND ANY SUBCONTRACTORS AND THE GENERAL CONTRACTOR. .wo P,.�•....Ha.E • 0.01 inch of water at the location of the penetration for the time period equivalent to 1 EXISTING OR CONFLICTS.THE GC SHALL NOTIFY THE "'a"O",•DE•"'M OKA the fire-resitance rating of the construction penetrated. BWL A BWL B ARCHITECTISCR LIES, R ERRORSELY OF ANY CONFLICTS,CONSTRUCTION _ DISCREPANCIES,OR PRIOR TO CON Per the approved .1.1 Fire Resistance Rated Assembly:Penetrations shall be installed as tested SO THAT THEY MAY BE ADDRESSED. BUILDING CODE REVIEW a.•........r. -�) " THIS SIDE'.NETHOD CS-PF PER TABLE RIx2.10.3 III.SEE FIGURE R60210.6.0 FOR DETAILS Prepared byKuhn Riddle Architects r-'gyp in approved fire restance rated assembly B p .• .o•..1- _t _ •9.5 FEET OF BRACED WALL REQUIRED G-2.ALL DESIGN/BUILD CONTRACTORS TO HAVE WORK B Per R302.4.1.2 Penetration Firestop System Penetrations shall be protected by the •Per Table R802.10.5.7 FEET(AobmO x 1.5(ML*Ipber)=10S FEET(COMteeion Lenplb PROVIDED Updated:February 1,2022 �4 11 s i -....,:a I ,/ Per - - --- - - ____ COORDINATED BY GENERAL CONTRACTOR(GC). approved penetration firestop system installed as tested in accordance with ASTME 814 or DESRIPTION OF WORK •.,..v....o.,.. _ UL 1479,with positve pressure differential of not less than 0.01 inch of water and shall WINDOW OPENING HEIGHTS DOOR OPENING HEIGHTS G-3.GC TO COORDINATE THE WORK OF THE SITE have an F rating of not less than the required fire-reistance-rating of the wall or floor-ceiling CONTRACTOR WITH THE WORK OF ALL OTHER TRADES. • �= ••.,,,,,asp r.`•..,. •••� WC.04,400 OF RTre TYPE MARK ROUGH HEIGHT TYPE MARK ROUGH HEIGHT assembly penetrated. A 77 1 84" G-4.SEE ALL OTHER NOTES FOR RELATED INFORMATION. This project is a Two Family.New Construction,Wood Framed,Slab-on-Grade Duplex. - B 77 Each 2-Bedroom,2 bath unit is 1 story in height. 2 1 C_ o.0..n w,.,.x.,.,.. !TM.T.r C 77 Gb.NOTIFY MASS DIG SAFE AND UAMSS PRIOR TO f • -e EGRESS D 54" --- - BEGINNING ANY WORK ON SITE.PRE-MARK ALL AREAS Building Area: i F.. t ,ram pI Egress Route: E 36" WHERE EXCAVATION AND SITE DISTURBANCES WILL TMx'a' Per R314.1.1 Listings.Smoke alarms shall be photoeletric type listed in accordance with F 18" OCCUR. First Floor Gross Area=957 sfrIr »,e.....n.M.,.••,, • �"001d....�' • UL 217 OR UL 268.Combination smoke and carbon monoxide alarms shall be listed in -- Gam.CONFIRM ALL EXISTING CONDITIONS AND Secbnd Floor Gross Area=957 sf • >v _ _ . accordance with UL 217 AND UL 2034 p°� FIRST FLOOR BRACING DIAGRAM MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, ' Total Building Gross Area=1,914 sf M':'.;iO.u.E�,,,`y„E'a N' wo, NP Per R314.3 Smoke alaram shall be installed in the following locations: , 4 - - - ORDERING ANY MATERIAL.AND/OR INSTALLING ANY B=1'-0 I 1.In each sleeping room WORK. OS"Zoning District:URB ,•*�.. I 2.Outside of eachg seperate sleeping area in the immediate vicinity of the bedrooms - - p-7.cooaolNATs BETWEEN ARCHITECTURAL. tr. --•f - •?L.:: _t 3.On each additional story of the dwellingm including basements and habitable attic THIS SIDE.METHOD CS-WSP PER TABLE Rt102.10.3(,) STRUCTURAL MEP DRAWINGS AND LANDSCAPE/LML �-.1� - •8 FEET OF BRACED WALL REQUIRED Number of Stories=2(maximum allowable is 3 per R101.2) oy�DORo�rEln NAwxn.wxRFa7MIATIOR and not including crawl spaces and UDihabltablo attics. •18 FEET PROVIDED. DRAWINGS.NOTIFY ARCHITECT IMMEDIATELY OF ANY � o.;n. 4.Smoke alarms shall be installed not less than three feet horizontallyfrom the door or DISCREPANCIES FOUND. Wall Framing=Wood Building Height=24'-1"-Mid Span of Roof Truss ♦:: I + opening of a bathroom that contains a bthtub it shower unless this would prevent ---- ---- - -- G-8.NOTIFY ARCHITECT IMMEDIATELY IF EXISTING Largest Story Height=B'-11"(maximum allowable is 11'-7"for wood wall framing per • UY-FLI:Vt-r`•,:rite w �" .ae J.lif v II I ep,� placement placement of a smoke alarm requiered by section R314.3 3•-c 6'-11' 3••r CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON 5.For each 1,000 sf of area orpart thereof. DRAWINGS. R301.3) ` .I .•�,r..•.•.,•..A �.; / / / --�` Sprinklered=NO I LL 6.Near all Stairs G9.COORDINATE BETWEEN DRAWINGS AND NOTES � , !� ..4‘....... .. F B B v sm,c,m•u•••14.H,Roa res,e•./•, v a+wmc --11L-... .. f..��>H�BWL 1 OTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES O rra®,r000_ELoo._.ISIMISA.rAeuo.m. Under-Stairs-Spaces under-stairs are required to be protected: FOUND. APPUCABALEe4444 eve.BUILDING CODE Per R302.7,spaces under stairs shall have minimum 5/8"type X gypsum board at walls and under-stair surface ceilin Iv_ G-10.CONFIRM ALL ON-SITE STAGING,STORAGE AREAS, ♦ ( 9) I PARKING,DUMPSTER LOCATION AREA,ETC.WITH OWNER 9.Edition of the Residential Code of the Massachusetts Building Code(780 CMR Chapter 5e a 'I - =o �A .".' l (' C d PRIOR TO BEGINNING WORK. 51)which adopts the 2015 International Residential Code(2015 IRC with Massachusetts _ M` S"'\• „•o., Windows at Bedrooms-shall have an emergency and escape opening: P oe CT11.FOLLOW MANUFACTURERS GUIDELINESAND °°��'P�'"` i1 ,e Per R310 all sleeping rooms shall have not less than one operable emergency escape and �- Amendments.References made to the 2015 IRC am amended with an"R"or"N"before i; } - _..__ REQUIREMENTSRO FOR STORAGE AND INSTALLATION OF ALL the section number w000sm,mE>r.A•rn su,••caw.••,•o,cPR<�s PP '� rescue opening of not less than 5.7 Sf with a minimum dimension of not less than 20"wide ---- ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. C av�LAr°[OMR• '' OP..0n and 24"high for other than single and double hung windows which have less stringent _ „ �� m C requirements. Window sills shall not be higher than 44"above the floor:Complies �� G•12.PROVIDE SECURITY ON SITE AND AROUND THE !I'b Edition Of the Code of the Massachusetts Building Code(780 CMR)which adopts the FIR».r E�;,,,T,D„ �� m -- WORK AREA AS NEEDED TO PROTECT ALL ADJACENT 2015 International Building Code Amendments(2015 IBC)is applicable in cases where the Egress Route: 5.i. E L [-rl AREAS AND THE PUBLIC. 1 1 2015 IRC lacks coverage for an uncommon aspect of residential construction. •.'s,,•.o.nae_.••...,corn. As amended by MA: i :s-- _ C -�c rK Per R311.1,a primary egress door and a secondary egress door are required and shall be G73.PROTECT ALL TREES AND VEGETATION TO REMAIN FIGURE 111142.104.11 w ON SITE.SEE SITE DRAWINGS AND NOTES FOR MORE ' CODE REVIEW NOTES: SEMOD CS -COMINUOUSLT SHEATHED PORTAL EMIRS PANEL CONSTRICTION as remote as possible from each other. �0 < _,>_ L rj SPECIFIC INFORMATION. Per R311.2,The primary egress door shall not have a clear width of riot less than 32"and R rc 3 iO a 0 Chapter 3-Building Planning -- --- be a side hinged. The secondary egress door shall have a clear width of not less than 28", c'o 0 \ J c - R.1 CAST MAINTAIN A CLEAN JOB SITE.PROVIDE APPORPRIATE Q w w WASTE RECETACLESIDUMP57ERSI3ECVCLING BINS ON FIGURE FOR REFERENCE ONLY.G.C.RESPONSIBLE may be sliding,and is permitted to egress through a garage.-Complies a Ex cq B < SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION • Section R301-DESIGN CRITERIA: FOR CONSTRUCTION AND COMPLIANCE. Per R311.2.1,all doors providing access to habitable rooms shall have minimum nominal %a \ 3 WASTE AND RECYCLABLES ON A DAILY BASIS AND • Basic Wind Speed(Northampton,MA) 117 mph pg. ) -- width of 30".Doors to bathrooms may be 28".-Complies 3 3 _ 1 _ o W ud, DISPOSE OF IN APPORPRIATE WASTE pe ( p - p (per MA Amendments 38, u 0 - I o U C RECETACLES/DUMPSTERS.SEE SITE PLAN FOR MORE Per 311.4.stairs shall comply with section R311.7. _ - r o • Ground Snow Load(Northampton,MA)-40 psf(per MA Amendments pg.38). P y w ,� r r SPECIFIC INFORMATION. Per 311.7.hallways shall be not less than 3 Met wide.-Complies o a • Min.Flat Roof Snow Load(Northampton,MA)-35 psf(per MA Amendments pg.38). Chapter 8-Roof-Ceiling Construction y P :m> \ FI -I p F. a 11 • Seismic Design Category- B(Figure 301.2(2)pg.36). ENERGY EFFICIENCY `1'`o u B i c w m- • Weathering Probability for Concrete-Severe(Figure 301.2(37)pg.). • Roof Trusses to be engineered and stamped by manufacturer. As the city of Northampton adopted the stretch energy in 2010,each dwelling unit shall r F • Per R302.3,1-hour fire-resistant rating separation between dwelling units. - w F I o`in • Per R310.2.bedroom windows meet required emergency escape and rescue openings. comply with section N1106 of 2015 IRC. r1-- \ 2 T e • Per R310.3,a door is provided as the required emergency escape and rescue opening, Chapter 11-fREI Energv Efficiency Section N1106.1 allows compliance with the energy code to be demonstrated by r r R F and it shall meet the minimum opening and size requirements of this section. N1106-HERS rating complies,mandatory provisions identified in N1101.2 and certification of conformance to the ENERGY STAR Certified Homes,Version 3.1 standard. __ N1103.5.3 have been met. Per Section N1106.1.2: • Smoke/Carbon Monoxide Alarms to comply with R314 and R315(as modified by MA F \ Amendments pg.223). Prior to issuance of a building permit,the following shall be provided to the building Appendix K-Sound Transmission official: o e, • Walls and floor-ceiling assemblies meet a sound transmission class(STC)rating of 45 A HERS rating based on plans. �e-i. i ', "4,,"4,, BWL 3 when tested in accordance with ASTM E 90,per AK102.1. Prior to issuance of a certificate of occupancy,the following shall be provided to the A D • Floor/ceiling assemblies between dwelling units,have impact insulation class(IIC)rating building official: 3'-e- 4'-e' s-b• ( NOTE-DRAWINGS MUST BE PRINTED IN COLOR of not less than 45 when tested in accordance with ASTM E 492.per AK103.1. A copy of the final ENERGY STAR Homes Certificate, I I - - ---- A copy of the certified HERS rating;and , z4•-m BRACED WALL LINE • A copy of the signed ENERGY START Thermal Enclosure System Checklist. BWI.A BWL e SOUND TRANSISSION ------ - - -- -- - MORRISSEY DUPLEX THIS SIDE.METHOD CS-WSP PER TABLE R602.10.3(I) D Per Appendix K of the 2015 IRC,wall assemblies separating dwelling units shall provide •8 FEET OF BRACED WALL REQUIRED 70 SH�E�R� i1 k1A-N AVENUE, D air-born sound insulation meeting a sound transmissionons shallclass(STC)rating of 45. •13 FEET PROVIDED. NOR l ON MA 01035 Penetrations be treated to maintain required rating. i7!"11V1 K SOLAR READY CONSTRUCTION WINDOW OPENING HEIGHTS DOOR OPENING HEIGHTS _ - _ __ •• 9 Per Appendix U.Section AU103,a solar ready zone of not less than 300 square feet shall TYPE MARK ROUGH HEIGHT TYPE MARK ROUGH HEIGHT I be provided for townhouses that have a roof area of not less than 600 square feet oriented A 7T CODE REVIEW AND BRACING between 110 degrees and 270 degrees of true north.Documentation of roof load.an B n" U interconnected pathway from the solar ready zone to the electrical panel,reserved space C 547 DIAGRAMS o on the electrical service panel,and a construction documentation certificate shall also be E 36" provided. F te•' i OSECOND FLOOR BRACING DIAGRAM 'sale I/s•-iar 1/8"=I'9" I,,,,..IIv. tRR 3 4 5 ---- - I - i - 5 KUHN RIDDLE ARCHITECTS A B C A B C A B C 28 AMITY ST. SUITE 2B 24''0' 20-0" AMHERST Y -- Y f j._4r MASSACHUSETTS 01002 / 5-0 - __ _-__-_-__-___ ' ' 70'-0' S'-0" d'X d'X 8"CAST-IN- - CLOSET SHELF / Y f--- - ----- Y-- -- --- - --'- Y ---- PLACE CONCRETE PAD AND POLE,TYP. 4 1 3 7 5 9 1 6 3 0 A kr- B B e www.kuhnriddle.corn A 1 \ +_ -� \ 1 \ \-- - } _ \ 1 — �? _ C p Elf—. Iii100-0' -2 3/4" tl ; --,_A- _____ ....� ,{ TOP /l n ' A REINFORCED CONRETE PIER W/FOOTING ; CLO7 fo f`. N 0 TOP C o .L.- 612"- • `5'-11' 5'-1' 7-S _ - I209A YYYY J� Y H2O z - 23/4' m H2O $ C ® 7, TI':d - d..l 111 1 tot.azatatra,tion 10B - a..y.loxd b Kul.o Rddk A...bn..x.In,..al v aflbxd abmr. Limn o v 0 '4�-----.. d. 1" 139; 1 - - -\ 'o 708 " PLACE CONCRETE PAD I ICc1'nutca/Genrral Notes: —ter - S TOP -. A2�, CI ® GENERAL NOTES. -• --_ a. - _ — _ CO .A3 _- -_ -.--- _ 1 -. \ G-1.ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD BY GC BATH 2 A2 ^ �J� _ BATH 2 _- -AL - AND SUB CONTRACTORS.IT IS THE RESPONSIBILITY OF \ —°' ®' C3(A4.0 1 103 ®' r '/ 2038 THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO • L 1 j _ FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS T _ �� E A2 02 BATH 1 �` ----- / A2" E2 INCLUDED IN THIS DOCUMENT.THESE CONDITIONS CONRETE FOUNDATION WALL - - -- � '••' ---- m "106 , W/p INCLUDE.BUT ARE NOT LIMITED TO,ALL DIMENSIONS. • • ' A2 ER -' - W)p - - - BATH 1 200 W16, v EXISTING CONDITIONS.SITE CONDITIONS,AND ANY F, `J 107106 _m PROVIDE ELECTRIC A2` 20] m7: EXISTING OR NEW CONFLICTS THE GC SWILL NOTIFY THE • ARCHITECT IMMEDIATELY OF ANY CONFLICTS, • RESISTANCE HEATERI _ DISCREPANCIES,OR ERRORS PRIOR TO CONSTRUCTION k IN ALL BATHROOMS. \ 80 THAT THEY MAY BE ADDRESSED B , • B2 10q CLO3 TVP' F; 204 CLOD G2 ALL DESIGNIBUILD CONTRACTORS TO HAVE WORK B .o b - /Y-YY-_- - ]� m J 05 - COORDINATED BV GENERAL CONTRACTOR(GC). co 61/2" 4'-1" 0-612• - SLAB ON GRADE ` 91 G.3.GC TO COORDINATE THE WORK OF THE SITE vTRADES.v B �' _ HALL CONTRACTOR WITH THE WORK OF ALL OTHER + TOW --T.i m ®' 10gA% „/ HALL STAIR. B • BR2 ® SL.TAIR Gi.SEE ALL OTHER NOTES FOR RELATED INFORMATION. - 1IXt iv• -- 20q' " G.B.NOTIFY MASS DIG SAFE AND UMASS PRIOR TO mi 99'-6' - y CL02 �,I BEGINNING ANY WORK ON SITE.PRE-MARK ALL AREAS t \ CLO2 ® \ WHERE EXCAVATION AND SITE DISTURBANCES WILL TOL• I -- ; B2 I10MI ', B2 ?,44 20M -p1;j OCCUR. to ]\� \ I \ G-6.CONFIRM ALL EXISTING CONDITIONS AND , 86'-0" m I� -- _. I MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, • O Jw, I - II. I _ _ - _ ORDERING ANY MATERIAL.AND/OR INSTALLING ANY j II _ -_ ___ ^ ry CC 1,r=- ' o WORK. �'- ' `*I ~'S� B3 m B I J• �' _-_ I/`� r' - F n G].COORDINATE BETWEEN ARCHITECTURAL, 0 n • • TOF X \ STRUCTURAL.MEP DRAWINGS AND LANDSCAPE/CML 98 4• D2 - I - 0 f 'MO D3 ' DRAWINGS,NOTIFY ARCHITECT IMMEDIATELY OF ANY I I- _11/D2 DISCREPANCIES FOUND. TOW 1_ A3.1 �I iM.O'', F _ _ - • •A3.1' • B7 G-8 NOTIFY ARCHITECT IMMEDIATELY IF EXISTING - _J F \ CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON ,• X •III FJ 64 �' B1 F DRAWINGS b I '; \, J G6.COORDINATE BETWEEN DRAWINGS AND NOTES. t b LIVING/DINING/KITCHEN -.--'1' � = NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES • 1 ,r18"FOOTING WIDTH ^ UP I` WING/DININGMITCHEN FOUND. I II I \ ® �- `� B ,' F r71 G10.CONFIRM ALL ON-SITE STAGING,STORAGE AREAS. 2 17 LEDGE VADTH • b PARKING,DUMPSTER LOCATION AREA.ETC.WITH OWNER ( I? _ PRIOR TO BEGINNING WORK. e c S 17 TOP OF FOUNDATION WALL • - �F ...� r ----- \ COVERED ENTRY 1J - 1_ \ .- F c, G-11.FOLLOW MANUFACTURERS GUIDELINES AND -0'FOUNDATION WALL ^ 70D 0 I EMS ND PRONTS FOR STORAGE U AND INSTALLATIONTHEPJ T.F ALL C - - �- -10"� ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. Q44!. — I �, is-1^ b2 " C 1' .'. ,' 1 G12.PROVIDE SECURITY ON SITE AND AROUND THE a �• _ WORK AREA AS NEEDED TO PROTECT ALL ADJACENT Y I., 2 - - I� a - a '_� X 2 - , _ •�•�• -- \ AREAS AND THE PUBLIC. 1 G I —PT CORNER POST W/ J. L G13.PROTECT ALL TREES AND VEGETATION TO REMAIN TRIM SEE ELEVATIONS ON SITE,SEE SITE DRAWINGS AND NOTES FOR MORE FOR DETAILS - SPECIFIC INFORMATION. r-617 r-617 • • z-5" '2•-6" r-a 2'-3" ALL WINDOWIWAWDOOR PLACEMENT I', 15-1" 8'-II" /Iyq ,., pgw, / I� A DIMENSIONS TO MATCH FLOOR BELOW G14.MAINTAIN A CLEAN JOB SITE.PROVIDE APPORPRIATE / - 1 I Y f 2p-0• 4•-D• : WASTE RECETACLES/DUMPSTERS/RECYCLING BINS ON SLOPED 4"CONCRETE SLAB 01 y X UNLESS OTHERWISE NOTED. SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION 24'-17 - WASTE AND R ECYCLABLES ON A DAILY BASIS AND b Y Y ,'� DISPOSE OF IN APPORPRIATE WASTE ��A RECETACLES/DUMPSTERS.SEE SITE PLAN FOR MORE !`A3.1 �I SPECIFIC INFORMATION. A8.1 - C1 FOUNDATION PLAN_.. _. _-. G.2 FIRST4 FLOOR PLAN O SECOND FLOOR PLAN I 1 S0 4 4 4 z •<. d iIl • Ap d g - --- (1)LAVER EACH SIDE - • (1)LAVER EACH SIDE SIB'GYPSUM BOARD ON SIB'GYPSUM BOARD ON A°j OO 2 X 4 WO FRAMING B I6" 2 X B WD FRAMINGB 16" O.C. O.C. p4 'd ,�^ NOTE DRAWINGS MUST BE PRINTED IN COLOR - MORRISSEY DUPLEX p 2y. Al _INTERIOR WALL �� INTERIOR WALL STUD • \ F \ 8ELTION TE SLAB SEE 51B'PAPER LESS O W.B BD ON WET SIDE 70 SHERMAN AVENUE, D • _ BR•G.W.B 0D BOTH SIDES �' \\ � O \`�� 0 - ,i / AZ INTERIOR WALL2%46TUD__ �^ INTERIOR WALL2X65TUD NORTHAMPTON MA 01035 0. \ L 5/B'G.W.B BD NON-WET SIDE R T 5/8"PAPERLESS G.W.B BD ON WET SIDES • 5/8"PAPERLESS G.W.B BD ON WET SIDES 6 [� m • BATT INSULATION FOR SOUND ATTENUATION RC ON TAG SIDE AS,•Q' FOUNDTION,FIRST.St.SECOND T �] INTERIOR WALL 2 X 4 STUD 8"CONCRETE PAD-CAST IN PLACE AJ NOTE:INTERIOR WALLS ARE TO BE FLOOR PLANS r m A - • SIB'PAPER LESS G.W.B BD ON ET SIDES - i j 'r <' RC ON TAG SIDE Al UNLESS OTHERWISE NOTED - - • BATT INSULATION FOR SOUND ATTENUATION - Lea 05/04/22 1 0 FOUNDATION ORTHOI _- D2 FOUNDATIONORTHO 2 __. — _ _ 0 WALL TYPES rm, 21068 SHOWN FOR REFERENCE ONLY SHOWN FOR REFERENCE ONLY 3l4"=1'-0' .J .wn ID. By MR A1. 1 1 1- 3 1 4 f 2 4 5 KUHN RIDDLE ARCHITECTS 28 AMITY ST. SUITE 2B A B C A B C A B C AMHERST MASSACHUSETTS 01002 RAKE END LADDER FRAMING 4 1 3 2 S 7 1 6 3 0 A PT 2X FRAMED STAIR 2,6 RAKE END LADDER FRAMING ROOF BELOW A www.kuhnriddle.corn GABEL END TRUSS LOWER FOR LADDER FRAMING TYP.--- I _ ..: --__ - Tlrl.An n ,A 4 n , r. eAn nor be toed to. •• pn.p.ne ,.de.•Ibe nA prone...41..41ot4 ml.nhnr.t e0.06le1 In Kiln,11.141.Ard,ne,e.Inc_ .ftnerl 4bo,. -- Keynotes/General Notr.: C. GPUF__NQTFS' Rat Y I I AMID SU CONN RIACTORS.IT IS THE RESPONSIBILITYD OF C iTHTO ED VER FYLALLL EXISTING AND PROPO EDCONTRACTOR ANDT FE RACTORS CONDITIONS G INCLUDED IN THIS DOCUMENT.THESE CONDITIONS INCLUDE.BUT ARE NOT LIMITED TO.ALL DIMENSIONS. • rA EXISTING CONDITIONS.SITE CONDITIONS.AND ANY EXISTING OR NEW CONFLICTS.THE GC SHALL NOTIFY THE _ m ARCHITECT IMMEDIATELY OF ANY CONFLICTS. -i2 DISCREPANCIES,OR ERRORS PRIOR TO CONSTRUCTION KSO THAT THEY MAYBE ADDRESSED. B - ro -- ` r o - G-2.ALL DESIGN/BUILD CONTRACTORS TO HAVE WORK B O - a O _ -_,DCOORDINATED BY GENERAL CONTRACTOR(GC). IX w —i o G.T.TC C COORDINATEWITHTTHEK WORK OFTHE SITE 6 � b CONTRACTOR WITH THE WORK OF ALL OTHER TRADES. wo i - v ' - w S - r, a Gam.SEE ALL OTHER NOTES FOR RELATED INFORMATION. O POINT LOADS ¢ w CONTINOUS TO i G6.NOTIFY MASS SAFE AND UMASS PRIOR TO y FOUNDATION AND Z BEGINNING ANY WORK ON SITE.PRE-MARK ALL AREAS FOOTING O WHERE EXCAVATION AND SITE DISTURBANCES WALL 04 B,� W OCCUR. • ~ I - 5 G6.CONFIRM ALL EXISTING CONDITIONS AND Q rt I _ - I' MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK. • SECOND FLOOR HEADER-. ORDERING ANY MATERIAL AND/OR INSTALLING ANY /2)2X HEADER WI212"RIGID XPS Cr' WORK. INSULATION TO THE INSIDE TYPICAL G TO ALL WINDOWS K G-7.COORDINATE BETWEEN ARCHITECTURAL, STRUCTURAL,MEP DRAWINGS AND LANDSCAPE/CML 1 ", Z DRAWINGS,NOTIFY ARCHITECT IMMEDIATELY OF ANY BUILT UP LVL CARRYING BEAM • -U DISCREPANCIES FOUND.6DRAWINGS. -- FIRST FLOOR HEADER TYPICAL w G .NOTIFY ARCHITECT IMMEDIATELY IF EXISTING (2)2X HEADER WI 2 1/2'RIGID — `a CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON XPS INSULATION TO THE INSIDE!! TYPICAL TO ALL WINDOWS I - G .COORDINATE BETWEEN DRAWINGS AND NOTES111. . Lr- I NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUNC6 . . All -.___\ - G10.CONFIRM ALL ON-SITEW STAGING.STORAGE AREAS. • PARKING,DUMPSTER LOCATION AREA,ETC.WITH OWNER -- POINT LOADS PRIOR TO BEGINNING WORK. • CONTINOUS TO G-11.FOLLOW MANUFACTURERS GUIDELINES AND FOUNDATION AND _ GABEL END TRUSS • REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL LOWER FOR LADDER �' • FOOTING '- FRAMING TYP.- ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. Cit G-12.PROVIDE SECURITY ON SITE AND AROUND THEW C • -.: - - - AREAS AND THE PUBRK AREA AS DEED TO PROTECT ALL ADJACENT 2 --® 2 I - -� — 2 ` G 13 PROTECT ALL TREES AND VEGETATION TO REMAIN / -_, I �� ON SITE SEE SITE DRAWNGS AND NOTES FOR MORE / SPECIFIC INFORMATION. 24'-0' -BUILT UP LVL CARRYING BEAM G-14.MAINTAIN A CLEAN JOB SITE.PROVIDE APPORPRIATE / - - _r- AND IN-WALL 2X POSTS p. 0• 4,-0, I 20,-0' 4.-0• WASTERECETACLESNUMPSTERS/RECYCLING BINS ON • f -- - / / f-- - ------- - - / / SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION WASTE AND RECYCLABLES ON A DAILY BASIS AND • 24_0• M•_Q - DISPOSE OF IN APPORPRIATE WASTE/ / 1-- / R ECETACLES)DUMPSTERS.SEE SITE PLAN FOR MORE POINT LOAD ENDS AT LVL BEAM SPECIFIC INFORMATION. FRAMING PLAN NOTE. D1 SECOND FLOOR FRAMING PLAN O LOWER ROOF FRAMING PLAN O FLOOR FRAMING TO BE SPF 02 AND BETTER.CONTRACTOR - v4•=r6• -- -- --- -- ------- - D2 O=r-0• UPPER ROOF FRAMING PLAN --_._- _ TO CONFIRM DIMENSIONS AND GRADE WRM CODE. NOTE:THIS DRAWING TO BE PRINTED IN COLOR NOTE:THIS DRAWING TO BE PRINTED IN COLOR NOTE.THIS DRAWING TO BE PRINTED IN COLOR • NOTE-DRAWINGS MUST BE PRINTED IN COLOR DOUBLE 2X10 HEADERS.TYPICAL AT ALL SECOND FLOOR WINDOWS - - -- ----- • , CONTINUOS RIM JOIST BUILT UP LVL CARRYING BEAM.SIZED BY SUPPLER MORRISSEY DUPLEX I D 70 SHERMAN AVENUE, D 11-7A1•h)OISTS.MAX L/480 DEFLECTION TO BE ENGINEERED BY SUPPLER. PROVIDE RIM BOARDS AND ALL NECESSARY BRIDGING AND BLOCKING AS NORTHAMPTON MA 01035 ' REQUIRED BY MANUFACTURER A PRE-ENGINEERED METAL PLATE CONNECTED WOOD ROOF TRUSS SYSTEM __ AT 24.O.C.TYP. 1 2X12 RAFTER ROOF FRAMING WITH JOIST HANGERS TYP.AT 19.2.O.L.TYP. FRAMING PLANS Y 2%8 PT FRAMING AT IB"O.C.TYP. ---------- ---_--- 5 UXH FRAMING UAn. 05/04/22 ' 9 ..4As p� A 1.2 . O FRAMING MEMBER LEGEND 3l4"=1'-0" I.n,.n BY Author I - 3 4 5 I 4 s KUHN RIDDLE ARCHITECTS 28 AMITY ST. SUITE 2B 4 A M H E R S- T 4. WILE END VENT PNTD.,TIP MASSACHUSETTS 01002 -_\\ 17 -- 5I4XBCOMPOSRE TRIM PNTD.,TVP. I.._-_____-____________-______-.____ _.._-___-____._.-.___-___ __- _._.__ ____ --._. 4 1 3 2 5 9 1 6 3 0 COLOR TO CONFIRMED BY OWNER _ q �` ---- SNOW GUARD www.kuhnriddle.corn • ALUM."K"TYPE GUTTER "'� ALUMINUM GUTTER.COLOR TO BE CONFIRMED BY OWNER _ _ __ AND DOWNSPOUT W/ L_ SPLASH BLOCKS - yr.,1 \\ / 17 L -- -��- - • 4• _- --- - - - -- - - 2314 1 i - - - - _ - T-T -- - 119 T.O. -- ��-- - -.� - - -._ - - - -- - -- - - n ` ._- - - r. -- TYPICAL EXTERIOR WINDOW TRIM- �-._ ---. T -- ---- - --_ �T l - 5/4 X 4 COMPOSITE TRIM,PICTURE FRAMED PNTD.,TYP. `Y __ _----- _ -60 - oD� _ T • _ COLOR TO CONFIRMED BY OWNER --- - " - - tI�F - -- PRF2WL9NFD HAgDIF F19FR rEMEIn F F - -- WAIL MOUNTED DOWNCAST LIGHTS = I CLAPBOARD SIDING PATD.TYP..4•REVEAL • UU • - • ------ - - - --- Q COMPOSITE WRAPPED PNTD. B • B i COLOR TO CONFIRMED BY OWNER o PT.TYP.6%6 POST ON O ZEt w REINFORCED CONCRETE FOOTING 5IOLORTO COMPOSITE TRIM PNTD. 7YP. .t to,� COLOR TO CONFIRMED BY OWNER m 2i I7 1 . - Ld I-II 1 I • _ _- -- - 514X 12 COMPOSITE TRIM PNTD TVP. g • I'll'I it Eel`^e P.mx J.K.l. ,4 to ,..I I ewe {. hn��1 • COLOR TO CONFIRMED BY OWNER d f 1� I11� r�y�l=1_.___n0.ddk F�ho-y.1 n.11 w.I.M 2 �\ _ _ _ _ _ - �I SECOND FLOOR \ •\3 _ b' _ - SECOND FLOOR Keynotes/General Notes: • K - - - - • _ ---- ---_-- - - -- 11O'-1 3/4" W 1.SEE SITE PLAN PREPARED BY CIVIL ENGINEER FOR - - - PRE COORDINATED N LE DEHARDIE FIBER CEMENT `a \Q - ---- --1 -I ---__- -�- _� 1 -�t FINISHED GRADING. i a& i �'-- l+1 '!_.. _"- - COMPOSITE RAILING SYSTEM GENERAL NOTES' 2 I • CLAPBOARD SIDING PNTD.VIP..8' `- t • { G-1 ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD BY GC b B B . I REVEAL.COLOR TO BE CONFIRMED BY b (j B .,Ii - PT2X STAIR SYSTEM AND SUB CONTRACTORS.IT IS THE RESPONSIBILITY OF • w - - I OWNER. _ u7 A c A y THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO O I I c g / } INCLUDED IN THUS DOCUMENT.DTHESE CONDITIONS PROPOSED RIONS • -- • FIRST FLOOR O - - FIRST FLOOR INCLUDE.BUT ARE NOT UNITED TO,ALL DIMENSIONS. B o3 m -- - \ 1OO'-O" N - \t 1OO' O" CONFLICTS.THE GC SHALL NOTIFY THE B 2 n EXISTING CONDITIONS. ANY --__ - --- - - - --__-_ -__ -__ - - - _ EXISTING OR NEW �._-. _- -_- -__ - _. _ -_ __ 1 �_ ___- _ __. N. _ - _ -___ -___ _ _ _ ARCHITECT IMMEDIATELY OF ANY CONFLICTS. • -- ----- ----- -- ----- - - - - DISCREPANCIES,OR ERRORS PRIOR TO CONSTRUCTION -�O SO THAT THEY MAY BE ADDRESSED. f• g - ALUMN.DOWNSPOUT.COLORS TO G-2.ALL DESIGN/BUILD CONTRACTORS TO HAVE WORK b 3 BE CONFIRMED BY OWNER. COORDINATED BY GENERAL CONTRACTOR(GC). _ O PROVIDE SPLASH BLOCKS FOR ALL DOWNSPOUT LOCATIONS TYP. GO.GC TO COORDINATE THE WORK OF THE SITE _ _ _ _ _ _ _ CONTRACTOR WITH THE WORK OF ALL OTHER TRADES. I < _ --. 5/4X 10 COMPOSITE TRIM PNTD.,TIP. - COLOR TO CONFIRMED BY OWNER - - G4,SEE ALL OTHER NOTES FOR RELATED INFORMATION. 1 B"CONCRETE LANDING PAD --_. G-5.NOTIFY MASS DIG SAFE AND UMASS PRIOR TO BEGINNING ANY WORK ON SITE.PRE-MARK ALL AREAS B.1 SOUTH ELEVATION_ _-. BJ WEST ELEVATION WHERE EXCAVATION AND SITE DISTURBANCES WILL GE.CONFIRM ALL EXISTING CONDITIONS AND • MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK. . —' WORKING ANY MATERIAL.AND/OR INSTALLING ANY -__ G-7.COORDINATE BETWEEN ARCHITECTURAL. 17 AND LANDSCAPE/CIVIL r 1----j I®I-�-. ^ \ 'r r - 1-.- - .-- .-.- STRUCTURAL DRAWINGS EDRAWINGSNOTIFY ARCITCIMM IMMEDIATELY Y OF ANY // -- - DISCREPANCIES FOUND, G6.NOTIFY ARCHITECT IMMEDIATELY IF EXISTING - CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON' �17 i -- ALUMINUM GUTTER DRAWINGS. m ,, � I GS AND NOTES. \ <4" T•O.1AI _ _ _ - _ - _ _'\ \ T.O.W NOTIFY COORDINATE IMMEDIATELY OANVDSCREPANCIES 1 _ -_ _. _ _ _--._- - 119'-23/4^ - _- ..._.. - - ;-. 1 • 119'-23/4" FOUND. s. • ,.' J _l o _ I I I .E I -� F�p- F JET.] \F, PARKING,DUMPSTERN OCATCN AREASETC.AWTfH OW ER c C APRIOR TO BEGINNING WORK �. I --- - -- --- - - - 2 Ca11.FOLLOW MANUFACTURERS GUIDELINES AND b J IL- - ^ -- - - - - - _ _ ' REQUIREMENTS FOR STORAGE AND INSTALLATION OF 1 ul r, �1 ALL t rD -- - - I� - -- ® _ - IJ - m IS m ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. ' • - ---] __ _ _ "_ - __ 612.PROVIDE SECURITY ON SITE AND AROUND THE _- ---_ _ -- — I. _- - o PROTECT ALL ADJACENT _--- --- -_ Z WORK AREA AS NEEDED TO -"- - - ---.---- -- - -- - - AREAS AND THE PUBLIC. .], -- SECOND_FLOOR _ - - _ __ _ _ - _ -...-. _ -- _ - - - \ - - DRAWINGS AND NOTES FOR MORE yr I 3 L _ SECOND 1 FLOOR G.13.PR T INFORMATION. AL T TREES AND VEGETATION TO REMAIN 11-t-_-. --- -- -- T - I _ ---- - ___ -- - -- --- - - - _ -__ - -._ _ _ _ -_ G-14 MAINTAIN A CLEAN JOB SITE.PROVIDE APPORPRIATE _ YCLING ' r --- I -_-- ------ - --- ---- I II F F F N F WASTE ALL TIMES AND COLLECT ALL CONSTR BINS ON l' I .I ©�I E ��© - - I 11' - I �'I it SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION . ..„ - _ _ I - �- ----' i - _- _ . WASTE AND RECVCLABLEA ON A DAILY BASIS AND = w DISPOSE OF IN APPORPRIATE WASTE il; X r , • . 7 a _ ., —J ------_ 8, RECETACLES/DUMPSTERS.SEE SITE PLAN FOR MORE b b -_--- -- B SPECIFIC INFORMATION. • . . -:-I i _. FIRST FLOOR --- ---- - - ---- __ --- --.__ --. ._ _ ,1-..' FIRST FL R fir ----- --- ----- - z 10 __ __ - __ • —__ ___ _ -.___--____.._.__ ... __ - _-_ - _ -.___-___ - - - ' • NOTE.DRAWINGS MUST BE PRINTED IN COLOR FINISHED GRADE TIPS MORRISSEY DUPLEX D 70 SHERMAN AVENUE, D NORTHAMPTON MA 01035 e 9 O NORTH ELEVATION _ - __- _ - - _- O EAST ELEVATION Dl /4=1-0 D3 EXTERIOR ELEVATIONS 1 ° e„ I Atho- a A2• 1 4 5 I 1 4 FLOOR-CEILING SYSTEMS.WOOD FRAMED KUHN RIDDLE FC r PROPRIETARY 1 FINER 601MEN ARCHITECTS .000140Klf.GYPSUM PANELS. ,�,:� 28 AMITY ST. SUITE 2B LEENEMT CHANNELS T . 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A4 FLOOR ASSEMBLY REFERENCE 12.-1,0" Kell-totes/General Nntrs: • GINO GENERAL NOTES' 611Z LINE j - G-1.ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD BY GC - 2XR TOP CORD HARDIE PANEL FIBER-CEMENT LAP SIDING AND SUB CONTRACTORS.IT IS THE RESPONSIBILITY OF ENGINEER TRUSS FOR 6 EXPOSURE THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO 12" FUTURE PV PANELS 11' 1 FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS ZIPat(R-6.6)SHEATHING SYSTEM WI INCLUDED IN THIS DOCUMENT.THESE CONDITIONS CONTINUOUS AIR/VAPOR BARRIERINCLUDE.BUT ARE NOT UNITED TO,ALL DIMENSIONS,IO (DOTTED RED-LINE)AND 1-RIGID EXISTING CONDITIONS.SITE CONDITIONS,AND ANY • INSULATION.TAPE ALL VERTICAL AND EXISTING OR NEW CONFLICTS.THE GC SHALL NOTIFY THE HORIZONTAL SEAMS. ARCHITECT IMMEDIATELY OF ANY CONFLICTS. - 2X6 WOOD STUD WALL FRAMING AT 18"O.C. • WI DENSE PACK CELLULOSE IN EXTERIOR r r—♦ DISCREPANCIES.OR ERRORS PRIOR TO CONSTRUCTION SO THAT THEY MAY BE ADDRESSED. WALL CAVITY(R-22) • B I S/e"GYPSUM BOARD,PAINTED.SEE G-2.ALL DESIGN/BUILD CONTRACTORS TO HAVE WORK B / -7f -1/7 FINISH SCHEDULE FOR ADDITIONAL tr. COORDINATED BY GENERAL CONTRACTOR(GC). INTERIOR FINISH INFORMATION _ - G-3.GC TO COORDINATE THE WORK OF THE SITE ' d CONTRACTOR WITH THE WORK OF ALL OTHER TRADES. ( I;v - 2X6 BOTTOM CORD _.. G1.SEE ALL OTHER NOTES FOR RELATED INFORMATION. ).:\ .e.'3E5 2X6 SUPPORT WALL,TVP. HARDIE PANEL FIBER-CEMENT LAP SIDING G-5.NOTIFY MASS DIG SAFE AND UMASS PRIOR TO 4"EXPOSURE BEGINNING ANY WORK ON SITE.PRE-MARK ALL AREAS NOTE:GABLE END TRUSSES TO BE COORDINATED W/GABLE END VENTS BY G.C.TYP. ZIP-R(R.6.8)SHEATHING SYSTEM W/ WHERE EXCAVATION AND SITE DISTURBANCES WILL / _.._____._-. ___..___.20-0" CONTINUOUS AIR/VAPOR OCCUR. BARRIER(DOTTED RED-LINE)AND 1" GE.CONFIRM ALL EXISTING CONDITIONS AND RIGID INSULATION.TAPE ALL VERTICAL MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK. AND HORIZONTAL SEAMS. ORDERING ANY MATERIAL AND/OR INSTALLING ANY • 2X6 WOOD STUD WALL FRAMING AT 16 O.C. -.—. WORK. q WI DENSE PACK CELLULOSE IN EXTERIOR I Bq TRUSS PROFILE DIAGRAM _ - - - WALL CAVITY(R-22) I GT.COORDINATE BETWEEN ARCHITECTURAL. J 1?=1'ff STRUCTURAL.MEP DRAWINGS AND LANDSCAPE/CAL 5/8"GYPSUM BOARD,PAINTED.SEE r---' DRAWINGS,NOTIFY ARCHITECT IMMEDIATELY OF ANY FINISH SCHEDULE FOR ADDITIONAL DISCREPANCIES FOUND. INTERIOR FINISH INFORMATION G-8.NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON A Aso B C+ - ("EXTERIOR WALL TYPES DRAWINGS. • 1 =1 " IGA.COORDINATE BETWEEN DRAWINGS AND NOTES. 4'-D" NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES / \ /-- M 2 • FOUND. ' — — G-10.CONFIRM ALL ON-SITE STAGING,STORAGE AREAS. PARKING.DUMPSTER LOCATION AREA.ETC.WITH OWNER PRIOR TO BEGINNING WORK. 11111110'1MMINIMI M G-11.FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS 3 17 ITEMS AND PRODUCTS TOR BE USED ALL ON THE PROJECT. C ATV 4.p C I G-12.PROVIDE SECURITY ON SITE AND AROUND THE WORK AREA AS NEEDED TO PROTECT ALL ADJACENT I AREAS AND THE PUBLIC. f /_ ON PROTECT ALL TREES AND VEGETATION TO REMAIN F'.. i III ON SITE,SEE SITE DRAWINGS AND NOTES FOR MORE I i _ T.O.W SPECIFIC INFORMATION. — _ _ - T•O•W ` \ 11S''2 3/4x • J G-I4.MAINTAIN A CLEAN JOB SITE.PROVIDE APPORPRIATE119'-2 3/4" r o • T.O.W_2 WASTE RECETACLES/DUMPSTERSIRECYCLING BINS ON •• r • T'O W.2 11T-829132" SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION 11T-829/32" � • WASTE AND RECYCLABLES ON A DAILY BASIS AND _ le I DISPOSE OF IN APPORPRIATE WASTE b - RECETACLES/DU INFORMATION.S.SEE SITE PLAN FOR MORE b I' SPECIFIC AS.O/ • — SECOND FLOOR - �0110'FLOOR 13/4" 'J . �S 110'-13/4•'-P J . . ,.,.' r .. T.O.W.1 1.1111111 i - .,, ,'J�-I� . AL _! +_ _ T.O.W.1 7NP RATED 1E11�RSIG WABL PARTfl1ON UL US4R OR EQUAL: I 1O9-1 1/ww� • 2X6 WOOD STUDS AT IR"LL BOARD O C . I,a - 3-12 GLASS FIBER BATT INSULATION '• • b • 5/6 TYPE X GYPSUM WALL BOARD NOTE:DRAWINGS MUST BE PRINTED IN COLOR I LiI MORRISSEY DUPLEX D nFIRST FLOOR o FIRST LOOOR" y- + - - _1--- :�.__` � 100'-0' 70 SHERMAN AVENUE, D >o 1 NORTHAMPTON MA 01035 b o • - _ _ -_ ---- I LO FOOTING T.O.FOOTING [ ,r.__Z,}} is_ BUILDING SECTIONS • n 4\ E. J r`1 I 1 — 9s—oe Sr �. :_ — Uure. 05/04; PmN MB OSECTION A O Section Seek- +r :,rI '- 1/4.=py" A . 1 Ur...r.BY IRS 5 I s 4 OPEN TO BEYOND KUHN RIDDLE ,U— / ARCHITECTS 3'-17 1'-0" 7-17 7-0" 2'-0. 7-IT 7-P 934" 28 AMITY ST. SUITE 2B • A M H E R S-�I— U MASSACHUSETTS 01002 PNTD.GYP.BD.WALLS,TYP.---- ` • 4 1 3 2 5 9 1 6 3 0 A __ \ A A www.kuhnriddle.corn i i -- 4'BACKSPLASH TO MATCH COUNTER _-:- -- .TYP. - II - II --\ PNTD.WOOD SILL W/PNTD.SKIRT.TIP.ALL WINDOWS - _ 3 0" 2 0" 3 6 1 S < V'---- PINTO RASE WO PNTD.BASE TYP. /--REF. , OW- -_e..-. .. f--_e —_ PNTD.1XI TRIM TYP. Il 1- .,, d..J .Intl»1 1 lot.,,. .u, B3 TYPICAL KITCHEN INTERIOR ELEVATION -__ ()TYPICAL LIVING ROOM INTERIOR ELEVATION P.M- I a., i P ,.d r I n").^d^bl.., yA-_1,-0. - - .nWb Ib A L^RdALA b �..1IIi�bo._ yB._1.d• Keynotes/General Notes: GENERAL NOTES' G-1.ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD BY GC AND SUB CONTRACTORS.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS PNTD.GYP.BD.WALLS.TIP. - INCLUDED IN THIS DOCUMENT.THESE CONDITIONS INCLUDE.BUT ARE NOT LIMITED TO.ALL DIMENSIONS. MIRROR LIGHT SEE RCP --- ... EXISTING CONDITIONS.SITE CONDITIONS.AND ANY EXISTING OR NEW CONFLICTS.THE GC SMALL NOTIFY THE _ �b ARCHITECT IMMEDIATELY OF ANY CONFLICTS, MIRROR - DISCREPANCIES,OR ERRORS PRIOR TO CONSTRUCTION SO THAT THEY MAY BE ADDRESSED. B '4. G-2.ALL DESIGN/BUILD CONTRACTORS TO HAVE WORK I. COORDINATED BY GENERAL CONTRACTOR(GC). G.T.GC TO COORDINATE THE WORK OF THE SITE PNTD.GYP.BO.WALL6.TYP. CONTRACTOR WITH THE WORK OF ALL OTHER TRADES. - -- - G4.SEE ALL OTHER NOTES FOR RELATED INFORMATION. - __ _ __ _ G-5.NOTIFY MASS DIG SAFE AND UMASS PRIOR TO II BEGINNING ANY WORK ON SITE.PRE-MARK ALL AREAS WHERE EXCAVATION AND SITE DISTURBANCES WILL OCCUR. G-6.CONFIRM ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK. ORDERING ANY MATERIAL.AND/OR INSTALLING ANY 2-S' PNTD.BASE TYP. WORK. >✓ / -- PNTD.BASE TYP. TUB/SHOWER G].COORDINATE BETWEEN ARCHITECTURAL. STRUCTURAL.MEP DRAWINGS AND LANDSCAPE/CML 0 TYPICL BATHROOM INTERIOR ELEVATION 1 O DISCREPANCIES DRAWINGS.NOTIFY FOURCHRECT IMMEDIATELY OF ANY C3 _-_ _- -_ - C4 TYPICAL BATHROOM INTERIOR ELEVATION 2 DISCREPANCIES FOUND. Gd.NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON DRAWINGS. GR.COORDINATE BETWEEN DRAWINGS AND NOTES. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. G-1D.CONFIRM ALL ON-SITE STAGING,STORAGE AREAS. PARKING,DUMPSTER LOCATION AREA.ETC.WITH OWNER PRIOR TO BEGINNING WORK. G-11.FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. C C G-12.PROVIDE SECURITY ON SITE AND AROUND THE ,- PNTD.¶X4 TRIM.TYP. --- PNTD WOOD WRAP/CAP AT COLUMNS,T . WORK AREA AS NEEDED TO PROTECT ALL ADJACENT AREAS AND THE PUBLIC. it_ OPEN / - OPEN // _ OPEN G-13.PROTECT ALL TREES AND VEGETATION TO REMAIN TO BEYOND TO BEYOND TO BEYOND ON SITE,SEE SITE DRAWINGS AND NOTES FOR MORE SPECIFIC INFORMATION. - --- WE PNTD.GWB,LVL HEADER 1 G-14.MAINTAIN A CLEAN JOB SITE.PROVIDE APPORPRIATE WASTE RECETACLESIDUMPSTERS/RECVCONG BINS ON / - - ---- --- - -�-- SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION F - - • -- WASTE AND RECVCLABLES ON A DAILY BASIS AND DISPOSE OF IN APPORPRIATE WASTE RECETAC INFORMATION. MPSTERS.SEE SITE PLAN FOR MORE -- SPECIFIC INFOR • F F F H I I . • ._9, t . '� • r/ I I _ -, - - ---- NOTE DRAWINGS MUST BE PRINTED IN COLOR PNTD.BASE TYP. PNTG 1(G TRIM TYP. PNTD.WD TRIM AND CAP MORRISSEY DUPLEX D WINDOWS ON WALL BEYOND,SEE SCHEDULE FOR DETAILS 70 SHERMAN AVENUE, D PNTD.GWB.HALF WALL NORTHAMPTON MA 01035 D3 SECOND FLOOR INTERIOR ELEVATION R 1 INTERIOR ELEVATIONS Dn...By. Anb,,, ' I 4 5 I 4 B C �``` KUHN RIDDLE FIBERGLASS REINFORCED 30 YEAR SIMPSON HURRICAN TIE STRAPPING 'A ARCHITECTS ASPHALT SHINGLES /L TO BE SIZED BY TRUSS SUPPLIER . CONTINUOUS SYNTHETIC ROOF A r` UNDERLAYMENT.AS RECOMMENDED BY / 28 AMITY ST. SUITE 2B SHINGLE MANUFACTURER,TYP, ' 1'-2"OVERHANG / /// • . - AMHERST ICE AND WATER SHIELD MIN.1 ROW. TRUSS TAIL - TYPICAL TO ALL ROOF CONDITIONS -- - MASSACHUSETTS 0100- 314"ZIP ROOF SHEATHING,ALL SEAMS i AND PENETRATIONS TAPED,TYP. ---_-- ---- ---- CONTINUOUS METAL DRIP EDGE A \ . • • - 4 1 3 - S 9 1 6 O A CONTINUOUS METAL DRIP EDGE WHERE NO '>r • - WWW.kuhnriddle.corn GUTTER IS PROVIDED - 5'(K}TVPE GUTTER WHERE INDICATED.SEE r -_---. ELEVATIONS WITH INTEGRAL DOWNSPOUT \�� I '- - SS GUTTER BRACKET / MOUNTED AT 24^O.L. 1 - PNTD.1x2 DRIP BVOARD ON I166 ---- _" -- PNTD.514 X 6'TRIM BOARD FASCIA BD.TYP. ,' / I ' - , It �_ ____ _ _ T,O.W • - CONTINUOUS ALUMINUM FLASHING WITH INTEGRAL DRIP.3" OVERLAP AT VERTICAL JOINTS.TAPE FLASH ALL JOINTS TVP. 2X6 SUB FACIA _ - 1 SIMPSON HURRICAN TIE STRAPPING TO BE SIZED BV SUPPLIER SIMPSON RAFTER HANGER TO BE SIZED BV SUPPLIERHARDIE BOARD SOFFIT WI CONTINUOUS PRE{NGINEEREOMETALPLATE CONNECTED WOOD ROOF 7RU55 SYSTEM AT 2P O.C.TVP. 1--,-- ' ` -TI.�.do"vie i.�q.ilr.vliror:h:�llnl....,I i,��..•.,.�„��,�„ BEAD OF EXTERIOR GRADE SEALANT AT "� ALL TRANSITIONS.TYP. LOOSE BLOWN IN CELLULOSE _ _ - INSULATION-MIN.R-4B _. I•��•µ•x.mart,b1KI r••I lE yw.trw•I e.J wl I•�r..n.•.I.�.Lnr.7 • rmP41.,1 61 Kuhn R.414 A hlm..lo.a+Illvd"bm PNTD.5/4 X 12"FRIEZE BOARD -- 17 GYPSUM BOARD.PANTED. 1 - - - V SEALALL PENETRATIONS AND TOPS OF INTERIOR / Kernotcs/General Nores: PARTITIONS TO FORM CONTINUOUS AIR BARRIER AT ATTIC T j _ Y/ 1 \ TOW AL 118'-2 3/4" - --- 1X3 FURRING.16"O.C. -• . 1.PROVIDE ENGINEERED CONNECTIONS AT PNTD.1X/WINDOW TRIM.TYP. -- ---- CONTINUOUS JOINT SEALANT I $ ALL STRUCTURAL JUNCTURES-TO BE SIZED WINDOW FINISH SPEC.BY OWNER - - -------PNTD.IX4 TRIM Et -- BY VENDER.TYP. PNTD.IX HEAD EXTENSION P. 1/7B PNTD.GW CEILING ON IX s NOTE.CONTINUOUS BEAD OF - - - WOOD STRAPPING AT 16-O.C.TYP.--- EXTERIOR GRADE SEALANT AT (2)2X HEADER IN/217 RIGID XPS INSULATION TO THHE TY - ''`\ MATERIAL TRANSITION.TYP. INSIDE TYPICAL TO ALL WINDOWS - 11 7/13^LVL SIZED BY SUPPLIER TYP.-- - SECOND FLOOR PNTD.IX4 TRIM TYP.— - - - - HARDIE PANEL FIBER-CEMENT LAP SIDING 4" 1 SUB FLOOR 11D'-1 3/4" SIR"GWB PNTD.TYP. EXPOSURE SEE ELEVATIONS FOR EXPOSURE yyyppp B CONTINUOUS ALUMINUM FLASHING WITH PNTD.1X9 TRIM TIP. ,_ / I If \U / T.O. INTEGRAL DRIP,7OVERLAP AT VERTICAL PNTD. X4 TRIM TYP / W.�2� B JOINTS,TAPE FLASH ALL JOINTS TIP. WALL BEYOND -_-. - - - - 11 T-B 29/32" W I. PNTD.5M%17 TRIMII - PNTD.514X6"TRIM BOARD TYP. CONTINUOUSBEADOF---_ -- -- -J1/2" WB1 PNTD.G CEILING.TYP.- 1/7--• _ _—(2)2XHEADERWI21EXTERIOR GRADE SEALANT AT i! RIGID XPS INSULATION TO MATERIAL TRANSITION,TYP. iCONTINUOUS LOW EXPANSION FOAM — THHE INSIDE TYPICAL TO AROUND ALL SIDES OF WINDOW.TYP.TO ALL WINDOWS HARDIE PANEL FIBER-CEMENT LAP-----.- - - FLOOR ASSEMBLY: ALL WINDOW CONDITIONS - ew SIDING 6^EXPOSURE.SEE - FC 5013 OR EDUALELEVATIONS FOR EXPOSURE SEE ASSEMBLY REFE. ...... ...................... _ FASTENED AND SEALED TO ZIP LOWDENSITYSPRAYFOAMINSULATION- SHEATHING SYSTEM ALL SIDED OF WINDOW — 3. 2 - _ - - • (2)2X HEADER WI217 i 2 I RIGID XPS INSULATION TO THE INSIDE TYPICAL TO ALL ' WINDOWS I PNTD.IX4 TRIM ' NOTE:9"ZIP FLASHING TO EXTEND • — PNTD.IX SILL EXTENSION TIP. INTO WINDOW ROUGH OPENING. TYP -{— ' 1. PNTD.1X SKIRT BD_TYP. WINDOW,TYPE SEE SCHEDULE - // '_- _- - • SECOND FLOOR -- PNTD.52^GWB TYP. - AL SELF-ADHERED TAPE COUNTER FLASHING -- - `-- - " -I ------' ---- — -- -- - 110'-1 3/4" W COMPATIBLE WITH ZIP SYSTEM AT --PNTD.WOOD BASE TYP. • WINDOW FLANGE --CONTINUOUS SILL SEAL TIP. IS C LOW DENSITY SPRAYFOAM INSULATION - SECONDARY WATERSTOP MASTIC STRIP C • ALL SIDED OF WINDOW DENSE PACK CELLULOSE INSULATION 1^RIGID INSULATION AT SUB EDGE TYP. - W/FIBER WEB NETTING TYP. CONTINUOUS ALUMINUM FLASHING WITH INTEGRAL DRIP.7OVERLAP AT VERTICAL _ 4^CONCRETE SLAB REINFORCED WI 4X4 JOINTS.TAPE FLASH ALL JOINTS TYP. - - T.O.W.1 MESH.FINISH TO BE SELECTED AND - ••.-�.-.-- AigL - PNTD.S/4%10'TRIM - COORDINATED •BY OWNER - - 1OB'-11/6" 4'RIGID INSULATION BELOW SLAB TYP. -* PRIMARY WATERSTOP BOLT- - TAPE ALL JOINTS - !' ANCHOR BOLTS PER INC.TYP. 1 F RIGID INSULATION AT s• n - 3/4"MDO,NAILED.FILLED.PNTD. 2X PT POST FOUNDATION WALL PM. •,p{awe t - 1X3 WOOD STRAPPING AT It;•O.C. - 1X COMPOSITE POST WRAPED PNTD. • �_. - FIRST FLOOR 'A ," n- Z LANDSCAPE FABRIC--- / o ' 1t)D'- V I m _ - - - TEAR RESISTANT VAPOR BARRIER `�sA^'A - _m 2 0- - -- e s CONTINUOUS IXIXIM STEEL SUPPORT N / • _ N \ _ �\ - --- 8'MIN.COMPACTED BASE TYP. e' 2,6▪ ".• ANGLE% ACTEDETE SUBGRADE SP2 LIFTS TIP 6'MIN.COMPACTED BASE TIP. - - .ay .• - COMPACTED85% SUBGRADE MAX - E - .' - 95%COMPACTED SUBGRADE - - - "iy4. 1.50 PITCHED SLAB SLOPE _ - _ - - _ FIRST FLOOR --. - MAX 17 LIFTS TYP. "� War l \ TEAR RESISTANT VAPOR BARRIER-- - C - - - ONE IM BAR WITHIN 12"OF T.O.WALL.ONE F4- - !i I iE - -- - - ----_..- o BAR AT MID-HEIGHT OF WALL "24"WIDE STONE DRIP BED TYPICAL TO NORTH -- -• 99'-1' AND SOUTH SIDES OF BUILDING 'w - 2X4 KEYWAY TYP. kr -��-• - - ONE P4 BAR WITHIN I7 OF T.O.WALL ONE i4- 8"TYP - UNDISTURBED SOIL OR 95%COMPACTED -- I I� -.-1 - T.O.W. NOTE DRAWINGS MUST BE PRINTED IN COLOR BAR AT MID-HEIGHT OF WALL / / FILL UNDER FOUNDATION AND FOOTINGS REINFORCED CONCRETE FOOTING-- -- -..._ • _-----_ UNDISTURBED SOIL OR 95%COMPACTED REINFORCED CONCRETE FOOTING TYP_ • - / FILL UNDER FOUNDATION AND FOOTINGS - --_. _- __-_- --- 2X4 KEYWAYTYP. TYP. MORRISSEY DUPLEX D -- - - -\ - -- -... -... _ _T,O.FOOTING �--1 ,�— �-D S 70 SHERMAN AVENUE, D . NORTHAMPTON MA 01035 m T.O.FOOTING s \ \ 4 I I ss_o„ 6" CONSTRUCTION DETAILS 05/04/22 O Section,A..--Callout 1 / 3 1 17-r-0"" Section 1-Callout 1 _ -- r,•,l.YI ±1066 •O pCnL. I IR'-1'O i 1 Dow.,BY II/2' 4 5 I 9 5 KUHN RIDDLE g. D. � ,._� 6._� > ,. / / - / ARCHITECTS /'-0• 0'-0• 3'-0' 3'-0•-01 SUITE p WINDOW SCHEDULE \/ / '•\ \ •\ \ /FIXED f FIXED f 0' ' \ ,_`---• •\ 28 AMITY ST. SUI 1 E 2B —]I � ->, I I - I:�, --v - ! A M H E R S -'T SIZE DETAILS MASSACHUSETTS 01002 MARK WIDTH HEIGHT HEAD JAMB SILL COMMENTS m �a - n e'-o^ s'-a' _ FIXED FIXED m e 4 13 ? 5 9 1 6 3 0 - \ \ 1 \ - - ..__ . \ \ www.kuhnriddle.com C6'-0" 6'-0" A B C D E F E 3'-0" 3'-0" K 2'-0' • WINDOW NOTES FIXED WINDOW W/ CASEMENT CASEMENT CASEMENT SINGLE-HUNG VENTED AWINING 1.ALL WINDOWS TO HAVE AIM%U-VALUE OF 0.30 AWNING TRANSOMS WINDOW W/FIXED WINDOW W/FIXED WINDOW WINDOW WINDOW 2.WINDOW TYPES ABOVE TYPICALLY INCLUDE TRANSOM.SEE LEGEND 3.OWNER TO SELECT WINDOW STYLE AND MATERIAL,AND COORDINATE WITH GENERAL CONTRACTOR,TYP. TRANSOM TRANSOM WNDOW NO IE.BEDROOM WINUUWJ MEt I NEUUINEMENI S TUN EMENGENLY ESCAPE AND NEELUt PEN INC N lU.L1 (\WINDOW LEGEND -. --_--_-__ _ Tbvd d I,n e.1p 4uS Le dI -er.+m"m„ 3 - ------_ PoT+ ,4"Ih.RAIL 4 e.I teal I Au .,.Ln. tM•=1'-0• ro,y6led 61 Ku--RId----hn..l+- Ilml.b,.. Keynotes/General Notes: GENERAL NOTES. DOOR SCHEDULE G-1.ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD BY GC AND SUB CONTRACTORS.IT IS THE RESPONSIBILITY OF DOOR FRAME I MLSC THE GENERAL CONTRACTOR AND SUB-CONTRACTORS TO NUMBER TYPE MATERIAL WIDTH HEIGHT THICKNESS MATERIAL LOUVER GLASS HARDWARE COMMENTS FIELDVEDINTHILEXISTMENT. PROPOSED CONDITIONSONS INCLUDED IN THIS DOCUMENT.THESE CONDITIONS INCLUDE.BUT ARE NOT LIMITED TO,ALL DIMENSIONS. - --------- - --- -- EXISTING CONDITIONS.SITE CONDITIONS,AND ANY • 100 _ I FIBERGLASS 3'-0" - T-0" 1 3/4" COMPOSITE i FULL LT ENTRY LOCK DOUBLE(SI A7FD,LOW-E EXISTING OR NEW CONFLICTS.THE GC SHALL NOTIFY THE 103 1 FIBERGLASS 3'-0" T-0" 1 3/4" COMPOSITE FULL LT ENTRY LOCK•DOUBLE GI G7FD,LOW-E EXTERIOR INTERIOR ARCHITECT IMMEDIATELY OF ANY CONFU CTS, DISCREPANCIES,OR ERRORS PRIOR TO CONSTRUCTION 104 2 WOOD 3'-0" T-0" 1 3/8" WOOD :2-PANEL BEDROOM ---- - -- • -- - --- - - - ----- - - SO THAT THEY MAY BE ADDRESSED. 104A 3 WOOD 4'-0" T-0" - 1 3/8"_ WOOD 2-PANEL PULL ONLY MAGNET OR ROLLER CATCH 3'-0• 3'-P 4•-5 r-e• r-r $ B I G-2.ALL DESIGN/BUILD CONTRACTORS TO HAVE WORK 105 5 -_ - WOOD 7-6" 6'-8"----13/8" WOOD i2-PANEL �_ • CLOSET �.__�t X J. _ �___ ' --f COORDINATED BY GENERAL CONTRACTOR IGCJ. • 106 2 WOOD 3'-0" T-0" __1 3/6" WOOD I2-PANEL -T CLOSET �. -- \ G-3.GC TO COORDINATE THE WORK OF THE SITE 107 2 WOOD 3'-0" T-0" 13/8" WOOD '2-PANEL BATHROOM OTHER TRADES. , _ __ - _ CONTRACTOR N HE WORK O ALL 108 2 WOOD 3'-0" T-0" 1 3/8" WOOD I2-PANEL- • CLOSET G.4.SEE ALL OTHER NOTES FOR RELATED INFORMATION. 109 2 __ WOOD 3'-0" T-0" _ 1 3/8"_ _WOOD '2-PANEL _ __BEDROOM JAMB EXT.FOR RC _ o o o o N GS.NOTIFY MASS DIG SAFE AND UMASS PRIOR TO 109A 3 WOOD _4'-0" T-0" 1 3/8" WOOD 2-PANEL PULL ONLY MAGNET OR ROLLER CATCH H_ r r BEGINNING ANY WORK ON SITE.PRE-MARK ALL AREAS • WHERE EXCAVATION AND SITE DISTURBANCES WILL 110 2 r WOOD 3'-0" T-0" 1 3/8" WOOD 2-PANEL . BATHROOM JAMB EXT.FOR RC OCCUR. 200 1 I FIBERGLASS 3'-0" T-0" 1 3/4" COMPOSITE ' _ FULL LT ENTRY LOCK DOUBLE GLAZED,LOW-E G-6.CONFIRM ALL EXISTING CONDITIONS AND 203E 1 FIBERGLASS 3'-0" T-0" 1 3/4" COMPOSITE FULL LT ENTRY LOCK DOUBLE GLAZED,LOW-E _�� _-;.. _ - _ _--_.- IL _.• - - ----_. MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK, -- -- -' -- - - ORDERING ANY MATERIAL.AND/OR INSTALLING ANY 204 2 WOOD 3 0" T 0" _ 13/8" WOOD I2-PANEL BEDROOM 204A 3 WOOD 4 0" T 0" 1 3/8" WOOD I2-PANEL PULL ONLY MAGNET OR ROLLER CATCH 21 3 4 5 WO 205 5 WOOD 2-6" T-0" 1 3/8" WOOD - i2-PANEL CLOSET �.coo NA N _. _ _ _ __ STRUCTURAL.NOTIFY DRAWINGS AND LANDSCAPE E/CML 206 4 WOOD 2'-8" T-0" 1 3/8" -WOOD _ --- ---—------ 2-PANEL CLOSET DISCREP NCIESFOUND. ECTIMMEDIATELYOFANY -- FIBERGLASS FLUSH WOOD DOUBLE-FLUSH FLUSH WOOD FLUSH WOOD DISCREPANCIES FOUND. 207 2 WOOD 3'-0' T-0" 1 3/8" WOOD 2-PANEL__ BATHROOM -- - ----- ----- - - --- ------ FULL LT DOOR WOOD DOORS DOOR DOOR 208 2 WOOD 3'-0" • T-0" 1 3/6" WOOD 2-PANEL CLOSET COI.NOTIFY ARCHITECT TO BE NO IMMEDIATELY I EXISTING ----- CLEAR FINISH CLEAR FINISH CLEAR FINISH CLEAR FINISH CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON 209 ___ 2 _ WOOD 3'-0' T-0" 1 3/8" WOOD __2-PANEL _ BEDROOM '.JAMB EXT.FOR RC --- ----- ---------- - DRAWINGS. 209A 3 WOOD 4'-0" T-0" 1 3/8" WOOD 2-PANEL _ PULL ONLY MAGNET OR ROLLER CATCH _... G-0.COORDINATE BETWEEN DRAWINGS AND NOTES. 210 2 WOOD 3'-0" T-0" 1 3/8" WOOD 2-PANEL BATHROOM JAMB EXT.FOR RC NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND. DOOR NOTES: O DOOR LEGEND G-10.CONFIRM ALL ON-SITE STAGING,STORAGE AREAS. 1. ALL EXTERIOR DOORS TO HAVE MORTISE LOCKS C3 1/4. '-0•=1 • - - --- - --_- ------_------ -- -- -------- ------_- -- -----_--_- ------ --- PARKING.DUMPSTER LOCATION AREA.ETC.WRM OWNER PRIOR TO BEGINNING WORK. 2. DOOR GLAZING TO HAVE A MAX U-VALUE OF 0.30 3. ALL INTERIOR DOORS TO HAVE CYLINDER LOCKS G-11.FOLLOW MANUFACTURERS GUIDELINES AND 4. ALL DOORS AND FRAMES TO BE PRE-FINISHED,FINISH TO BE CONFIRMED BY OWNER REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL 5. ALL HARDWARE TO BE SELECTED BY OWNER,AND COORDINATED W/GENERAL CONTRACTOR,TYP. ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. I C 6. ALL EXTERIOR DOOR THRESHOLDS TO BE LOW PROFILE ALUMINUM AND TO BRIDGE 1•INSULATION GAP BETWEEN FOUNDATION WALL AND FLOOR C G-12.PROVIDE SECURITY ON SITE AND AROUND THE WORK AREA AS NEEDED TO PROTECT ALL ADJACENT AREAS AND THE PUBLIC. ROOM SCHEDULE ONS PROTECT STELTASGSAIDNTESF TO REMAIN ON SITE.SEE SITE INFORMATION. DRAWINGS AND NOTES FOR MORE SPECIFIC INFORIMTION. ROOM FLOOR BASE WALLS CEILINGS G-14.MAINTAIN A CLEAN JOB SITE.PROVIDE APPORPRIATE • FINI COMMEN-IZ WASTE RECETACLES/DUMPSTERS/RECYCLING BINS ON SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION NUMBER NAME MATERIAL FINISH MATERIAL SH MATERIAL FINISH MATERIAL FINISH WASTE AND RECYCLABLES ON A DAILY BASIS AND I • DISPOSE OF IN APPORPRIATE WASTE _ R EC ETAC LES/DUMPSTERS.SEE SITE PLAN FOR MORE 101 LIVING/DINING/KITCHEN CONC. I CLEAR COAT !WOOD _ __PTD GYPBD •PTD GYPBD PNTD SPECIFI;INFORMATON. 103 HALL CONC. CLEAR COAT WOOD PTD GYPBD PTD GYPBD PNTD 104 BR2 _CONC. CLEAR COAT_ WOOD PTD GYP BD__ _PTD GYP BD PNTD 104A _CLO2 CONC. CLEAR COAT WOOD PTD GYP BD PTD GYP BD PNTD 105 _ CLO3 CONC. CLEAR COAT WOOD PTD GYP BD PTD GYP BD PNTD 106 W/D _ __CONC. CLEAR COAT I WOOD PTD GYP BD PTD GYP BD •PNTD ' 107 - BATH 1 CONC. CLEAR COAT WOOD PTD GYP BD PTD GYP BD PNTD PAPERLESS GWB.ON EXT.WALL 8 CEIUNG 108 H2O CONC. CLEAR COAT I WOOD PTD GYP BD PTD _ GYP BD PNTD 108 BR1 CONC. CLEAR COAT I WOOD PTD GYP BD PTD • GYPBD PNTD - 109A CLO1 _ CONC. CLEAR COAT 'WOOD PTD GYP BD PTD__ 1GYP BD _ PNTD _ 110 BATH 2 CONC. CLEAR COAT ,WOOD PTO GYP BD PTD IGVP BD PNTD NOTE-DRAWINGS MUST BE PRINTED IN COLOR 200 STAIR CONC. CLEAR COAT '.WOOD PTD GYP BD PTD I GYP BD _ PNTD _ -- 201 LIVING/DINING/KITCHEN WOOD ENG WOOD .WOOD PTD (GYPBD PTD GYPBD PNTD_ - 203 HALL WOOD ENG WOOD WOOD PTD 'GYP BD __PTD GYPBD PNTD MORRISSEY DUPLEX • 204 BR2 _WOOD __ENG WOOD_ WOOD _•PTD GYPBD IIPTD •GYP BD PNTD• _ D 204A__ CLO2 WOOD i ENG WOOD ' rP WOOD PTD GYP BD TD GYPBD _PNTD 7O SHERMAN AVENUE, D - -- 205 _ CLO3 _WOOD �,ENG WOOD :WOOD PTD GYPBD_ PTD _ _GYPBD PNTD NORT-EIAMPTON MA0I035 206 W/D WOOD ENG WOOD 'WOOD PTD GYP BD PTD GYP BD PNTD - J R 207 BATH 1 - WOOD 'SHEET LINOLEUM WOOD PTD GYP BD PTD GYP BD PNTD PAPERLESS GWB.ON EXT.WALL 8 CEIUNG WOOD I ENG WOOD WOOD _PTD GYPBD PTD GYPBD PNTD I 209 BRI WOOD 'I ENG WOOD WOOD PTD GYP BD PTD GYP BD PNTD SCHEDULES 1: 209A CLO1 WOOD -ENG WOOD WOOD PTD GYPBD (PTD 'GYP BD PNTD f 210 I BATH 2 WOOD SHEET LINOLEUM WOOD PTD GYPBD PTD 'GYP BD PNTD FINISH NOTES: II"o- 106V'--' r ��.0 1. ALL FINISHES TO BE SELECTED AND CONFIRMED BY OWNER.AND COORDINATED WI GENERAL CONTRACTOR,TYP. Prow, 21068u IT"d'.By JRR I 2 3 I 4 I 5 1 4 5 KUHN RIDDLE ARCHITECTS A B C A B C 28 AMITY ST. SUITE 2B AMHERST MASSACHUSETTS 01002 413 2 59 1630 A _ www kuhnriddle.cornA CLo1 EMIC H C 'CLO1 I • A- A' A' A- 209A r. • • BRI t_.-.. - _.___. - _- - _ BR1. 209 __. J 109 - 22"X 36"INSULATED ATTIC SCUTTLE 17 d intended .I S he �d 101 construction--- - pry. J 1 ✓s d p 1 an,1 1 1 >tercJ architect e as i -__ r _I �� employed 6,Kuhn Rx{dle Auhne v Inc.. (food above BATH 2 - r.A H2OC.. p ■ I Aw' H2O ■ Keynotes/General s/General Notes: • E. - J E J 20B C A GENERAL NOTES' - IO — BATH I I 108 A' S'.H BATH 2 BATH 1 EN• J-• i 210 • 207 - r G-1.ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD BY GC AND SUB CONTRACTORS.IT IS THE RESPONSIBILITY OF I HALL `( THE GENERAL CONTRACTOR AND SUBCONTRACTORS TO } ; F _ _'. F _ 203''�. �._�.___._T FIELD VERIFY ALL EXISTING AND PROPOSED CONDITIONS F INCLUDED IN THIS DOCUMENT.THESE CONDITIONS / ` F HALL A W/D A - II -A W/D 1 INCLUDE.BUT ARE NOT LIMITED TO,ALL DIMENSIONS, 99 A ''� t03 C 106. II E 206 EXISTING CONDITIONS.SITECONDff1ONS,AND ANY 3 / '-- - t ` I EXISTING OR NEW CONFLICTS.THE GC SHALL NOTIFY THE _ ARCHITECT IMMEDIATELY OF ANY CONFLICTS, J PI '_ DISCREPANCIES.OR ERRORS PRIOR TO CONSTRUCTION ( SO THAT THEY MAY BE ADDRESSED. B• AE BR2 Ae 1 AC C CLO3 - BR2 A ATTIC HATCH C G-2.ALL DESIGWBUILD CONTRACTORS TO HAVE WORK Li 104 r 1 105 , ..A 1 2 A- }11 COORDINATED BY GENERAL CONTRACTOR(GC). �'f'' "")) G-3.GC TO COORDINATE THE WORK OF THE SITE jJ '----- - - I CONTRACTOR WITH THE WORK OF ALL OTHER TRADES. • 104A A { <1204A G .SEE ALL OTHER NOTES FOR RELATED INFORMATION. B_ • CI 1 A,,, AA ' . A c 3 G .NOTIFY MASS DIG SAFE AND UMASS TO C q BEGINNING ANY WORK ON SITE.PRE-MARK ALL ALL AREAS l I WHERE EXCAVATION AND SITE DISTURBANCES WILL • _-.__________... ._._.. .._tY.._.....� _ • OCCUR. T- _ _ G• --- _---- •G GE.CONFIRM ALL EXISTING CONDITIONS AND D ODD D MEASUREMENTS IN FIELD PRIOR TO BEGINNING WORK. iWORK. A A q STAIR A. A q STAIR ORDERING ANY MATERIAL.AND/OR INSTALLING ANY '.200 2001 G-T.COORDINATE BETWEEN ARCHITECTURAL. A ' A STRUCTURAL.MEP DRAWINGS AND LANDSCAPE/CIVIL D2 ' D2 , DRAWINGS.NOTIFY ARCHITECT IMMEDIATELY OF ANY A3 C • v. A37 - • DISCREPANCIES FOUND. 1 G �/ G NOTIFY ARCHITECT IMMEDIATELY IF EXISTING i CONDITIONS ARE FOUND TO BE NOT AS INDICATED ON • O } st 7 CO • DRAWINGS. B g • ;, G-B.COORDINATE BETWEEN DRAWINGS AND NOTES, yyq NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES • 1. LIVING/DINING/KITCHEN - LNING/DINING/KITCHEN I FOUND. ' • jI m1mA A G-10.CONFIRM ALL ON-SITE STAGING,STORAGE AREAS, PARKING.DUMPSTER LOCATION AREA,ETC.WITH OWNER �.( 1 ) ' PRIOR TO BEGINNING WORK 1 "' _._ 1 G-11.FOLLOW MANUFACTURERS GUIDELINES AND REQUIREMENTS FOR STORAGE AND INSTALLATION OF ALL �A.A ^A EA I ITEMS AND PRODUCTS TO BE USED ON THE PROJECT. AROUND THE C 2 ' 1 2 ..: _ __ _ _ -J .,gym ,.,._..I -. - WORK AREA AS NEEDED TO PROTECT G-12.PROVIDE SECURITY ON SITEDALL ADJACENT C • AREAS AND THE PUBLIC. v 0-13.PROTECT ALL TREES AND VEGETATION TO REMAIN ON SITE.SEE SITE DRAWINGS AND NOTES FOR MORE I SPECIFIC INFORMATION. G-14.MAINTAIN A CLEAN JOB SITE.PROVIDE APPORPRIATE DI D4 WASTE R ECETACLES/DUMPSTERSIRECYCLING BINS ON 1 �� -A3� SITE AT ALL TIMES AND COLLECT ALL CONSTRUCTION WASTE AND RECYCLABLES ON A DAILY BASIS AND ' .� -PV , DISPOSE OF IN APPORPRIATE WASTE RECETACLESIDUMPSTERS.SEE SITE PLAN FOR MORE • 0 FIRST FLOOR RCP— - 0 SECOND FLOOR RCP SPECIFIC INFORMATION. 1/4"=1'0" 1/4"=1.0" G•15.SMOKE RECTORS AND FIRE ALARMS TO BE COORDINATED AND INSTALLED BY ELECTRICAL OLIGHTING LEGEND coNTRACTOR. - 1/4"=1.0" (A) A 4"0 RECESSED DOWN LIGHT • (B) 0 1T 0 SURFACE MOUNTED LIGHT (C) -- 24"SURFACE MOUNTED NOTE:DRAWINGS MUST BE PRINTED IN COLOR — UTILITYUGHT -- ---- ---- - - • (DI 123 DOWN-TASK UNDERET MOUNTED MORRISSEY DUPLEX DOK LIGHT D MOUNTED • 70 SH_�E�R�MAN AVENUE, D I (E) WALL SCONCE LIGHT NOR 1I-HAMVMCTY 1T^ON MA 01035 i - IT SEMI-RECESSED gR IF) -- LIGHT AND EXHAUST FAN T� / /� ' ,1,'�+La (G) 0 SURFACE MOUNTED PENDANT LIGHT REFLECI ED CEILING PLANS e i (H) EXTERIOR SURFACE MOUNTED -- ® FLOOD LIGHT Date. 05/04/22 ie NOTE'.ALL FIXTURES AND FINISHES TO BE P'A? 21068 A SELECTED BY OWNER AND COORDINATED WITH Seale 1/4"-I.O I /"'� 7♦ 1 ,J GENERAL CONTRACTROR,TYP. Uneo By AuthorL 1 -___Jl T i 1 4 5